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HomeMy WebLinkAbout3600 Youngfield Street/'- City of ge ��Wh6atpj,d MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 7, 2023 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3700.5 Youngfield Street NOTES: This is a courtesy notification. Addressing for utility meter only. AUTHORIZED BY: Scott Cutler 45;-� DATE: 9/7/2023 DISTRIBUTION: 1. Property Owner 2. Applicant 3. Xcel Energy, P-M.d.motsinger@xcelenergv.com 4. Wheat Ridge Building Division 5. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.wh eatri dge.co.us Vicinity Map (N) MONUMENT S' GN 1 Youngfield St , r + 1 3700.5 YoungfieId Street L'_... 1 (E) 1 PH PADMOUNTED TRANSFORMER and NEW ELECTRICAL SERVICE LOCATION � I A b - lo. , W 38th Ave NEWL F - t FEEDER 16JI € _ �% LOCATION From: no-reiIvCoki.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: REVISION APPLICATION Revisions to Permit Date: Thursday, June 16, 2022 11:22:32 AM :AUTION:This email originated from outside of the organization. Do not click links or open attachments unless you ecognize the sender and know the content is safe. Report any suspicious activities to the IT Division. REVISION APPLICATION Revisions to Permit Permit Number 202101234 assigned to project PROPERTY INFORMATION Permit Number Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 202101234 3600 Youngfield St. U S RETAIL PARTNERS LLC 1111114010101*19M Property Owner Email TomMetzger@regencycenters.com Address CONTRACTOR INFORMATION Contact Name Mark Bruder / Schlosser Signs, Inc. Contact Phone Number 970-593-1334 (enter WITH dashes, eg 303-123-4567) Contact Email Address permit.tech@schlossersigns.com Retype Contact Email permit.tech@schIossersigns.com Address DESCRIPTION OF WORK Detailed Revised Change location of approved sign from corner of Youngfield St Scope of Work - and W. 38th Ave, to the South on Youngfield St. Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11 "x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** Field not completed. Field not completed. No Site Map - New Sign Locationadf n Electronic Payment Form - Revised 5-1-20 Fillable 202005011620013849 202006081141368198.pdf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Mark Bruder / Schlosser Signs Revision Email not displaying correctly? View it in your browser. From: no-reoly(Jaci.wheatridge.co.us To: CommDev Permits Subject: Online Form Submittal: Commercial Sign Date: Wednesday, June 9, 2021 12:11:38 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address . 3600 Youngfield St. Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** US Retail Partners LLC 303-300-5335 PC Box 2539, San Antonio, TX 78299 Electronic Payment Form - Revised 5-1-20 Fillable 202005011620013849 202006081141368198 �df APPLICANT INFORMATION Applicant Name Mark Bruder / Schlosser Signs, Inc. What is your role in the General Contractor project? Wheat Ridge 020639 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 970-593-1334 (enter WITH dashes, eg 303-123-4567) Contact Email Address permit.tech@schlossersigns.com for Plan Review Comments Retype Contact Email permit.tech@schlossersigns.com Address DESCRIPTION OF WORK Scope of Work Install a new freestanding, double face, illuminated pylon sign Square Footage 424.8 Name of Business Schlosser Signs, Inc. Location of Sign At the corner of Youngfield St. and W. 38th Ave. Is structural required? Yes Upload engineer letter Engineering for Pylon Sign.pdf or pages on 8 1/2" x 11" only Upload any 8 1/2" x 11,, Aoolewood new 30-ft monument sign location on Filing 3 pages subdivision maVpdf Sign Installation Plan Sian Drawing.adf Set on 11"x17" only. Project Value (contract $78,698.21 value or cost of ALL valuation OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Mark Bruder Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Pe 102 / 0 SULLAWAY 10615 RANCHO BERNARDO RD.. SUITE 280 SNIDIEGO,CA92198 ■ ENGINEERING PROJECTMANAGE3Ij9ULIAWAYE413.00M I -SWM - PHONE: 1-0 125150 FA_%: �9fi01 PROJECT: APPLER00DVLLWE,310DnUNWIEDS1,WHEATRIOGE.CO DATE&'25RD19 PROJECT N: 22915 ENGINEER: PS CLIENT: SCHLOSSER SIGNS. INC IASTRMSED: 14'-2' v wp A 2 a O X0.3]5" 4 R ROUND HSS SADDLE DETAIL TYP TH2'CROI EACH TE EAPAO VW X4 1T CH WAY c Ug *— S 3.$.0 T £S �EIEVATION GENERAL NOTES ��SS/OMAL EHG\a 1. DESIGN CODE: IBC 2012 2. DESIGNLOADS', AMET-10 3. WIND VELOCITY 105 MPH EXPOSURE 4. CONCRETE 25110 PSI MINIMUM oAWNea/R, 5. ROUND HSS STEEL ASTM A500 OR B, FE=42 KSIMIN. c? .4 5. PROVIDEMIN.YCIFAROOVERON ALL STEEL EMBEDDED IN CONCRETE ] N T. STEEL REINFORCEMENT IN CONCRETE ASTM M15 GR PD / 8. LATERAL SOIL BEARING PER IBC CLASS 411%PSFT) C 9� WELDING STRENGTH, Feu=TO KSI BGy�.O Mso 10. PROVIDE PROTECTION AGNNST DISSIMILAR METALS 90 Pg52 M2 144 SULLAWAY 59119�me 9p.sa�P1 ENGINEERING31=JSDMix :maw WA PROJ. NO.: 22395 ENGINEER: PS CLIENT: SCHLOSSER SIGNS, INC 7.10 CP 1.566 (99.29.4-1) MA mu. height= 30.0 Kn= 1.0 (Ze.s21 /`1.o MMU Mueueiigvmp) K• from tete 28.31 Exposure= c Kti= 0.85 for signs (table 26.6-1) 1880 V= 105 mph OAS MA G= 0.85 (26.9) weight= 3.929 Mm $In, 0.981 14.125 W. 0.00 k -e B/s= 0.48 801 9050 Pole sth fe 1x19MM pusme 088 WM8 Loads wmponent section c9. x. y W(Pq At shw I*X1WMW 2 1.15E1181 5.0.5 MA V.1 31.1 M NW 3 3.75 0.85 20.4 21.1 19A 513 1880 4 9 OAS MA 27.1 11AS 31M 27975 5 14.125 03.5 204 27.1 23.6 801 9050 8 17.5 088 21.0 28.0 PA 183! 33014 7 22.5 0.92 221 29.4 37.4 1883 411117 8 38.0728167 am 2278 MDA 30.9 one Maw 9 30.5728187 0.9608 23.21 80.93 31.2 9w 27577 10 30.0.00137 698 23.51 8139 0.0 0 0 sena: 392.8 11083 198.50 04.) k -k am• 15.2 Mra .bila 100 (mm re.2aa1): .1.19 185.0 Pp 4.71 kip M- 185.45 k -fl M:n"M,2+N.I Mu'emi(i3Moi�1.0k1y°)= 185.45 M11 Pole ^n_an^vns M"tyz V 42 M M0.9 H M,0.$) z reqs. (h) sim0n) 1(in) z (Ile M 9mtle 185.45 58.87 16 6375 Me 18%0.375'ROIINO H59,4M1=299 kfl Footing Design loogknm: round 1 1.3 0ec16M&2)n7c r.Ne lNfl3, y'fF.n-etem.xA tw7ax s41.x Iasiswtl P=884 kip 51=5x4/3 A -ILMx P/(81 xb) 5400 51=1407 tl95M (1. (1N,38xNq ^.S) MC1807.3.21 A= 4.11 looting: 3' - W die. 10' - 7` deep APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 3 A RESUBDIVISION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M. , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 3 OF 3 �1D' UTUTY EASEMENT (P2) I I I I ----------------- I I I III I I III III 20' SEWER EASEMENT ���\////--------------- (DEDICATED BY SEPARATE DOCUMENT) 'may 50' UTILITY EASEMENT (BK. 1916, P(. 458) f _-_----------1=�� \ / /10' PSGO EASEMENT (BK. 2309. PG. 906) / I I / III \ I I I I LOT 6 AREA: 4],6]5 SO. FT. OR 1.0955 ACRES, MORE OR LESS ZONED: PCD UNPLA77ED (REC. N0. 2016027462) \ ZONING: CA 0 Q J a �I I IS Revieved for Zoning Compl'mnne by the ¢� City of Wheat Ridge Planning Division p ftIDGV!ED) ACR E FILING N0. 3 O C (Bi(. 23. PG. i4) BY: E DATE: �/ZE/ZOZ1 d ZONING: R-2 COMMENTS: mater sign plan (1 Na t7 LOT I —LOT 2 I =0T 3 LOT 4 III LOT 5—II I LOT 6 I LO? T TI I LOT G Ir J i �1D' UTUTY EASEMENT (P2) I I I I ----------------- I I I III I I III III 20' SEWER EASEMENT ���\////--------------- (DEDICATED BY SEPARATE DOCUMENT) 'may 50' UTILITY EASEMENT (BK. 1916, P(. 458) f _-_----------1=�� \ / /10' PSGO EASEMENT (BK. 2309. PG. 906) / I I / III \ I I I I LOT 6 AREA: 4],6]5 SO. FT. OR 1.0955 ACRES, MORE OR LESS ZONED: PCD UNPLA77ED (REC. N0. 2016027462) \ ZONING: CA 0 Q J a - Revieved for Zoning Compl'mnne by the C City of Wheat Ridge Planning Division p APPROVED Y (� C m o. BY: E DATE: �/ZE/ZOZ1 d Complies with COMMENTS: mater sign plan (1 o E setback permitted) m r N GRAPHIC SCALE eo a w eo too IN FEET ) 1 Inch = 80 it. 'x-10" SEWER EASEMENT eK. 1832, PG. 558) _ _ NW 1/16, SEC. 29, TM R69W FOUND NO. 6 REBAR W/3-1/4° ALUMINUM CAP IN RANGE BOX, ILLEGIBLE CITY OF WHEAT RIDGE POINT NO. 160003 LAT: 39'45'55.7330"N LONG: 105)18'33.3595"W STATE PLANE COORDINATES N: 1703906.26' E:3100472.63' MODIFIED GROUND COORDINATES 14:704336.09 E: 101254.76 THE OWNERS. SUCCESSORS, AND ASSIGNS HEREBY GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS WITHIN LOT 1 DESIGNATED AS VEHICULAR DRIVES AND PEDESTRIAN SIDEWALKS. IF THE DRIVES OR SIDEWAUKS WITHIN LOT 1 ARE RELOCATED IN THE FUTURE, SAID ACCESS EASEMENT SHALL MOVE ACCORDINGLY. THE GRANTING OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS. EMERGENCY VEHICLES, AND GUESTS OF THE OWNERS. AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND /OR ABUTTING PUBLIC STREETS I I I I I I pPP(ZON XG eR IIG-AIAuc LOT II LOT 2 I LOT 3� LOT 4 LOT 5� LOT 6 1 5' UTILITY EASEMENT (P1) 10' Pi EASEMENT (BK. 1768, PG. 164) II II II 16' SEWER EASEMENT���--I aaal (P1 & BK. 1297, PG. 355) \ I I I I III LOT T I LCT 81 LOT 9 LOT DENVER WATER LICENSE APPLEWOOD VILLAGE (REC. NO. 20121: SHOPPING CENTER FILING N0. 2 (REC. N0. 2 017 0 81101) 20' SEWER EASEMEN (REC. NO. 85096474 / / / LOT 1 AREA: 1,095,767 S0. FT. OR 25.1553 ACRES, MORE OR LESS ZONING: PCD &0' DENVER WATER BOARD / CONDUIT EASEMENT (BK. 379. PG. 68, BK. 712, PG. 339 & REC. NO. 93186124) / 5' SEWER EASEMENT (BK. 1877, PG. 157) II 8' PSC. EASEMENT S' PSC. EASEMENT eK. 2745, PG. 737) (BK. 2459, PG. 862) II 10' PSC. EASEMENT (REC. NO. 860641 NT 10' SEWER EASEMENT / (BK. 1906, PG, 652) y/('8K. PSCo EASEMENT 50' WATER EASEMENT 2745, PG. 737) (BK. 2440, PG. 840 & 90016 6) TRAFFIC SIGNAL EASEMENT (REC. NO. 89101624) -/ - L— WEST UNE OF THE NWI/4 01i SE1/4, SEC. 29 YOUNGFIELD STREET / WRIGHT50'R.O CT. I ¢ P EASEMENT (P1) 40' APP'_VILLAGE SHOPPING CENTER L0-21 / CENTER FILING NO. 1) JII m (pEL. N0. 20I7061101) LOT 10 �= OT II / ZONING : PCD 22 DRAINAGE EASEMENT 0 (REC. NO. 201]081101) LOT 3 APPLEWOOD VLLALF CENTER FLI CLOP i LOT 2 (REC. NO 20 T 61 r APPLEWOOD VILLAGE SHOPPING CENTER ZONING: PCD o 1 FILING NO. 2 10' WATER EASEMENT w (REO. NO. 201]081106 17 (REC. N0. 201]081101) € ZONING: PCD NON-E%CLUSIVE EASEMENT AGREEMENT o / (REC. N0. 2D17030262) SII / 10' DRAINAGE EASMENT (f 30' WATER EASEMENT \ (REC. N0. 2017081101) (REC. NO. F0183243) 3\ 4'X160' R.O.W. EASEMENT POINT /III DRAINAGE EASEMENT-Ak+�IT- /y (REC. NO. 201]081101) �I J_H}�50' WATER EASEMENT I- III (BK. 2440, PG. 840 916' SEWER EA5 MENT 8' PSC. EASEMENT (BK. 2I (BK. 2904, PG. 162) 0'TELEPHONEEASEMENT III (BK. 2448. PG. 154)7 20' SEWER EASEMENT (REC. N0.]4) — 8' ENT 245 EASEMENT _ (BK. 2459. PC. 862) (REC. NO. 89061578) —� DRAINAGE EASEMENT (REC. No. 2017081 101) LOT 4 — REA: 36,805 SQ. FT. OR 0.8449 ACRES, MORE OR LESS ZONED: PCD TELEPHONE EASEMENT (BK. 2448, PG. 154) 54 -+� I 10'%10' R.O.W. EASEMENT (REC. NO. 89061577) 30' WATER EASEMENT (REC. NO. 90016476) EASEMENT NO. 2015085218) 10' UTILITY EASEMENT 8' PSC. EASEMENT I_ (BK. 2451, PG. 672) (REC. NO. 91010272) 1 10' TELEPHONE EASEMENT (BK. 2775. PG. 119) 20 SEWER EASEMENT 8' PSCO EASEMENT (DEDICATED BY SEPARATE DOCUMENT) (REC. NO. 90020962)4 wed O = IS' DRAINAGE EASEMENT 30' WATER EASEMENT f J Z A 0 I I I (REC. NO. 2016011628) (REC. NO. 90016474 & 90016475) UNPLATTED , o0 1 1 (REG N0. 2009001664 8 -1 In U W z 10' PSC0 EASEMENT 90032752) 10' PSCO EASEMENTa m (REC. NO. 86064188) ZONING: PCD (REF i0. 9003]291) \ I Q y V UNPLATTED (REC.NOO SIDEWALK EASEMENTII''/Tll 111 901602'PCD) F— lo' J )(REC. NO. 9701 0013512) 10' PSCo EASEMENT J U (REC. No. 86082220, BK. 1906, PG. 652) / WATER EASEMENT (REC. NO 79500164]4 m n WEST 1/16, SEC. 29, T3S. R69W 10' PUBLIC RIGHT-OF-WAY FOUND NO. 6 REBAR W/3-1/4" ALUMINUM - - (REG N0. 86064188 & 2017022- — - - - - - _ CAP. STAMPED 73R69W, W 1/16, C -C, 529, 1995, IS 13155 5 IN RANGE BOX 6, (PER MON. REC. DATED JUL. 12, 1996) CITY OF WHEAT RIDGE POINT NO. 160002 STATE PLANE COORDINATES N: 1702584.60 7:3100493.41 MODIFIED GROUND COORDINATES N:703014.10 7:101275.55 I N ry 1 0 7314 � • END VEW P !!pp Phone 970 3 9313 34 SCH�QiaTYJl�f Fef B8 309 �4f ��IS�GIN'ss flNrr 3597 DhaRHorse Or Loveland CO 00530 5-111, LO'BB' a ALUMINUM CAP TRIM PAINTED MP BRUSHED A.UMINUM. �D/F ALUMINIUM CABINET PAINTED BURGUNDY. COPY TO BE ROUTED OUT AND HAVE 3/4" CLEAR PUSH THRU W/ DIFFUSER APPLEWOOD TO HAVE #3630-51 SILVER GREY VINYL OVERLAY LEAVING THIN WHITE OUTLINE BORDER INTERNAL WHITE LED. ILLUMINATION, . ALUMINUM D VIDERS PAINTED MP BRUSHED ALUMINUM. TENANT CABINETS PANTED NEUTRAL COLOR (T.B.D.). TENANT LOGO TO BE ROUTED AND BACI:ED W/ WHITE ACRYLIC We TRANEU-JUI VINYL OVERLAYS. INTERNAL WHITE LED. ILLUMINATION. ACCENT CABINETS W/ i 1/2" RSTAINERS PANTED MP BRUSHED ALUM. WHITE POLYCARBONATE FACES W/ pTI255E-324 FROSTED CRYSTAL VINYL OVERLY. INTERNAL GROGRAI-TABLE PIGS LE.D. WJMINATION. ' WheatjRAdge IT ^REWIRVED FOR CODE COMPUANCE mese drawings were reviewed under the applicable laws in effect at the time or submittal. Reasonable effort was asserted In chxking for code compliance. The stamping of these documents shall not be ounstrued to be a permit for, or an approval of any violation of stare arl level codes, ordinances or amendments thereto. Plan Reviewermm anh Date 07/19/2021 it W heat o q,. D U w ing pNfio NEUTRAL =NSH, -. 1 lillifilk FABRICATE B INSTALL A OONOEPRW.NGFR A i,B: LED INl£RNALLIGHPNG. Reviewed for Zoning Compliance bythe 14, City of Wheat Ridge Planning Division r r rRe¢#1: CLIENT: ApplewoodVllage SALES: Mark frosting all APPROVED DESIORER: Rev.# ADDRESS: 3BODYoxngfiedft. COM STOER APPROVAL: Rev.#3: BY: WM1eat Ridge, CD, 80033 DATE: Rev. #4: Rev. #5: DATE: 7IZB/2OZ1 owxroifirml > Tell offamesWYaamxvwrroxtlE LIE orrmaxenacaaxnlemxsxuunoxWITNESKIN w u C memoNnDEETAemrsDwmxEwnETHEumErspm ExrulmlxarcwrtaTlEAarnEOEaaa. COMMENTS: CDmplieB WIIh master sign plan A END VIEW 193041 0624 PAGE # a] OF s A . City Of W heat RAe COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(-d,,ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: W. E. O'Neil Const. Co. of CO Permit # 201900179 Property Address: 3600 Youngfield St. Suite #100 Phone # 720-530-0586 Email Address: dolson@weoneil.com Reason for extension request: Had to special order a guardrail for the Roof Hatch location. Number of days requested: 180 Printed Name: ,`i)R ✓ i D D 00-) Signature:�� �'l_—�+----- Date: 6 • F- o2112-6 For office use only This request has been ',Ypp#ed Denied Extended until: )O Zo7i Approved by: www.ei.N heatridge.co.us i CITY OF WHEAT RIDGE Building Inspection -Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: g -Foo. Job Address: Permit Number: 1� ❑ No one available for inspection: Time I SAM1bM Re -Inspection required: Yes -No When corrections have been made, call for re -inspection at 303-234-5933 Date:"y x_211 Inspector: f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i Job Address: Permit Number: ❑ No one available for inspection:...... Ti Re -Inspection require<Y04AO When corrections have been made, schedu6 httpYlwww.ci. wheatridge.co. us4nspectlon Date: Inspecto : for re -inspection online at. i CITY OF WHEAT RIDGE.. , Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • Q0 237-8929 Fax I IN TION NOTICE Inspection Type: Job Address: Permit Number: M8 C_ ❑ No one available for inspection Ti M% Re -Inspection required: Yes, -,,`No When corrections have been made, cal r re -inspection at 303 -234 - Date: Inspec DO NOT REM VE THIS NOTICE I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspectioTime "t1-- ► AM%PM Re -Inspection required: Yes 6._O�) When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: JobAddress: Permit Number: �A < �--- I %j S"" r J No one available for inspection: Time 1J"--1_-,,,,'AM Re -Inspection required: Yes '(,No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE I* � 4 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax `INSPECTION NOTE Inspection Type: Job Address: Permit Number: 4 fi J No one available for inspection: Time ..,Am/P. m Re -Inspection required: Yes'" No-_`/ When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Low Voltage PERMIT - 201901859 PERMIT NO: 201901859 ISSUED: 09/03/2019 JOB ADDRESS: 3600 Youngfield St Suite 140 EXPIRES: 09/02/2020 JOB DESCRIPTION: Commercial low voltage -installation of synchronized horn/strobes on a new power supply. Square feet: 21,154 A *** CONTACTS *** OWNER (303)300-5353 US RETAIL PARTNERS LLC SUB (720)946-1830 RONALD SMITH 110060 PRODUCTIVE ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,000.00 FEES Total Valuation 0.00 Use Tax 273.00 Permit Fee 251.85 ** TOTAL ** 524.85 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this penmt. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be per�ormed/a�nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicable code of any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of hief building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City, of { i4lhtuNrr'YDrvr[.0t'MFNT gc Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email germits�vvheatridge.co.us I FOR OFFICE USE ONLY I Date: ?'1311 Plan/Permit # Plan Review Fee: Building Permit Application ** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3600 Youngfield Street Suite 140 Property Owner (please print): US Retail Partners LLC Phone: 303-300-5300 Property Owner Email: tommetzger(cDregencyicenters.com Tenant Name (Commercial Projects Only) Sierra Trading Post Property Owner Mailing Address: (if different than property address) Address: 8480 E Orchard Rd #6900 City, State, Zip: Greenwood Village CO 80111 ArchitecVEngineer: Sonny Rorschach Architect/Engineer E-mail: donny anroguearchitects.comr Phone: 817-820-0433 Contractor Name: Productive Electric. LL City of Wheat Ridge License #: 000693 Phone: 720-946-1830 Contractor E-mail Address: canortonO)productiveeleectic.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Cheyenne Norton Phone: 720-946-1830 CONTACT EMAIL(please print): ca norto n a- prod u ctiveelectric. corn Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # OCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Installation of new LCD annunciator at front door of new tenant finish in existing sprinkled building, with existing addressable Silent Knight 6808 sprinkler monitoring system. Installation of synchronized horn/strobes on a new power supply. Sq. FULF 21,154 BTUs Gallons Amps Squares For Solar: IMI # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: M Construction Type: II -B Occupancy Load: 322 Square Footage: 21 154 Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ONTRACTOR) o AUTHORIZED REPRESENTATIVE of (OWNER) , (CONTRACTOR) Signature (first and last nam�DATE: Printed Name: l� t �(�( ��•� ZONING COMMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: a " � City Of � Wheat j�idge BUSINESS LICENSE INSPECTION PERMIT NO. 201901610 BUSINESS NAME: Hobby Lobby ADDRESS: 3600 Youngfield Street CONTACT NAME: Tamm 56,564 SQ FT OCCUPANCY TYPE OCCUPANCY LOAD 13 CONSTRUCTION TYPE OSPRINKLERED ❑ NON-SPRINKLERED INSPECTION DAY/TIME With ith BFI INSPECTION DAY/TIME -9 I INSPECTION DAY/TIME 4.,;Z:3, l'f A Date TEMPORARY CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE Permit Number: 201801497 7500 W. 29th Avenue Date 08/30/2019 Wheat Ridge, Colorado 80033 *Stipulations: This TEMPORARY Certificate of Occupancy is issued for STOCKING AND EMPLOYEE TRAINING ONLY for the business of Home Goods at 3600 Youngfield Street, #160 and will expire on September 6, 2019 at 5:00 p.m. Mountain Daylight Time. Occupancy shall cease after such date and time unless a new Certificate of Occupancy is issued and posted prior to the expiration of this certificate. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: US RETAIL PARTNERS, LLC ADDRESS: 8480 ORCHARD RD., #6900 GREENWOOD VILLAGE, COLORADO 80111 CONTRACTOR/ADDRESS: TENANT BUILD, INC 7520 BAKER BLVD. RICHLAND HILLS, TX 76118 PROPERTY ADDRESS: 3600 Youngfield Street, Suite 160, Wheat Ridge, CO 80033 LEGAL DESCRIPTION: 39-292-05-019 FOR THE FOLLOWING PURPOSE COMMERCIAL TENANT FINISH Use: M Code Editions: No change shall be made in the Use of this building without Spinklered: ■ 2012 ICC / 2017 NEC prior notice and a new Certificate of Occupancy ■Yes ❑ 1997 UBC / 2002 NEC from the City of Wheat Ridge ❑No Chief Building Official Zoning Administrator i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti t C PM Re -Inspection required: Yes No When corrections have been made, catl'forre-inspectio aaM*34-5933 DateE;__ Inspector: = `` s DO NOT REMOII-t THIS NOTICE rn 0 L6 O N 0) N co61 O d W p V w J O U- 2 w 021 D ch 0- Z) U U W w Z Z t/1 ^ o C O N O N U U W U � d N n Q N v ■ ❑ V m d t V ° �-0 � O' O O c0 m Z o °a L 00 O Z NZ C co L -° W W T�//-� \1J N Z ° a) �X 0 H N �0000 cn Nrn O H rn W M c O O JM J m LU0) U mN Q p ONaoa;� p00 CL C) -0U �p Z O p o a cn p 2 N V Q -2 ca OL Um � CO m Q O Z m zU) (D 0) o U p ca M 00— (Yj U cu •-4- ��� J L O W O N CO 0Q�� � C: °c-oQ = m� LLJ c 0 X ca 0O anis U O 00 W O > cQ ° vi N o m (1) L C 000 Y c� Q Q UQ � o O= m U) C: a~ m cg m N rn 2 U ammo =3 C14 � �N �Zo.�� �-0•-LL wa� E W ° U OOH co °x OL CD °c0 -� p p Zy. —fn O� U') ° 4L) U(0-0— N-° @O- ¢ p� W V a)_O U ° � ,,., o cv U a� L v t J Q `y N � L C a)a �. cc U OwOM O cc ° O 'a >+ U) Z} U +�O rn:�U W ZO Uoc� U ��m ch .. 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OUF,A.fJr u i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: 6b0 `(cA.,°^ d SA F�o Permit Number: -Z U 1 <1 n I Z-1 1 VIA VH L_b� ❑ No one available for inspection: Time &/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- 03-234-Date:Z f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �- k Job Address: yin 4 'yj �1 1Q) Permit Number: Zn 19 On q c,� jjv \ AT -V-)p CUED Ll� cic C_ CO ❑ No one available for inspection: Time ZIPM Re -Inspection required: Yes 0 When corrections have been made, call for re -inspection at 303-234- Date:- 5/'Z1 -/1q Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �Z �T Job Address: -� (ra tr Permit Number: 2 Cj I --I o 6 TdJET (s; e(f, ❑ No one available for inspection: Time � '7 MA/PM Re -Inspection required: Yes o When corrections have been made, call for s ection at 303-234-5933 Date: Z Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -I— JobAddress: 136 cc `ic vl g U (AQ3 ✓ '� Permit Number: 2 c k I C 2-� S elz Ccy/e 't l) wcr"V c1� �-QV1Ctn`t CA Le ev��,Vk C (U. -IQ kA iw �o ❑ No one available for inspection: Time - ;G A/PM " Re -Inspection required: Yes N� When corrections have been made, call for re -inspection at 303-234-5933 Date: �J (22� f'� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line~ (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:il L f Job Address: "fw�fi Permit Number: T ❑ No one available for inspection: TiM Re -Inspection required: Yeso When corrections have been made, ca r re -inspection at 303-234-5933 Dat rte=9b Inspect DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:,�)�_ r - ❑ No one available for inspection: Time AM(F'M Re -Inspection required: Yes,,,; -No When corrections have been made, call for re -inspection at 303-234-5933 Date: � 'aa (�1' Inspector: ®O NOT REMOVE THIS NOTICE CAT i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:^► Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Dater -a, -2 03 -234 - Dater-, �%Inspector: �--------,, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ! ''C Job Address: Q �j Permit Number: I No one available for inspection: Tine- (PM le -Inspection required: Yes No When corrections have been made, ca l for � e-insp . Agn at 303-234-5933 )A ='-L_ Z -e fci Inspecte --� DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:��'� r-� ��-{- Permit Number: ❑ No one available for inspection: Tim % A A IPM Re -Inspection requiredy0°1, es When corrections have been made, call for re -inspection at 303-234-5933 Dater Inspector:'- - -- - DO NOT REMOVE THIS NOTICE CTC-GEOTEK ENGINEERING TESTING INSPECTION July 30, 2019 Mr. Tom Metzger US Retail Partners, LLC 8480 East Orchard Rd 6900 Greenwood Village, CO 80111 Reference: Applewood Village Remodel Hobby Lobby and Home Goods 3600 Youngfield St., Suites 180 and 160 Wheatridge, CO 80033 Commercial Remodel PERMIT: 20802358 CTC-Geotek Inc. Project # 185047 Dear Mr. Metzger, In fulfilling our contract, we have performed observations during the renovation of these facilities. These services were performed as an audit of the contractor's compliance with specifications. Tests and observations include structural steel framing bolted and welded construction. Our field observations stated above, indicate that the subject facility is in general conformance with the approved contract plans and specifications as they relate to our services. Items of non-conformance, within our testing and observation responsibility, were brought to the attention of the contractor, and engineer who then either resolved the deficiencies, or accepted them in the as -built condition. This statement of compliance is for the construction activities and/or the structural components directly observed and/or tested by CTC-Geotek, Inc and are not a guarantee as to the overall performance of the subject facility. Respectfully submitted, CTC-Geotek, Inc. By: Danny Dickmeyer Project Manager Reviewed qA 0 P0 Senior Engineer 155 SOUTH NAVAJO STREET DENVER, COLORADO 80223 303 698 1050 (FAX) 303 698 1053 FIRESTONE METAL PAINT FINISH LIMITED WARRANTY C) Warranty No: 700364384 Project No: 3261222 Start Date: 09/01/2019 Building Identification: Applewood Village Building Address: 3600 Youngfield St, Wheat Ridge, CO 80033-5200 Building Owner: US Retail Partners, LLC Roofing Contractor: DOUGLASS COLONY GROUP INC, 40000063 Applewood Village Metal Paint Finish - TPO - 35 Year Square Footage: 127,650 For the warranty period indicated above, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company, warrants to the Building Owner ("Owner") named above that Firestone will, subject to the Terms, Conditions and Limitations set forth below, refinish any exterior paint finish ("Finish") on the UNA-CLAD brand coil -coated metal ("UNA-CLAD Metal") supplied by Firestone as part of the Firestone Project listed above which exhibits any of the following exterior surface conditions measured at the values listed below by Group: 1) Peeling, checking or cracking, except for crazing or cracking that may occur on formed edges or bends of the metal roofing panels and trim 2) Chalking in excess of a numerical rating, Vertical and Non -Vertical, listed below, when measured in accordance with ASTM D 4214 "Standard Methods of Evaluating Degree of Chalking of Exterior Paints," for a term not to exceed thirty (30) years 3) Fade or change in color in excess of the Vertical rating listed below in color difference units, as measured on exposed surfaces which have been cleaned of external deposits and chalk and the corresponding values measured on the original or unexposed painted surfaces when tested in accordance with ASTM D 2244 3.7.1 and 3.8.4, "Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates," for a term not to exceed thirty (30) years. TERMS, CONDITIONS AND LIMITATIONS Warranty Period of: Group 1: Adhesion - 35 years, Chalk - 30 years at 8, Fade - 30 years at 5: Almond, Bone White, Cityscape, Colonial Red, Hartford Green, Hemlock Green, Mansard Brown, Medium Bronze, Patina Green, Regal Blue,Sandstone, Sherwood Green, Sierra Tan, Sky Blue, Slate Gray, Stone White, Terra Cotta, Tropical Patina, Champagne Metallic, Classic Copper, Silver Metallic Group 2: Adhesion 35 years, Chalk - 30 years at 8, Fade - 30 years at 7: Charcoal Gray, Dark Bronze, Dark Ivy, Extra Dark Bronze, Teal Group 3: Adhesion - 35 years, Chalk - 20 years at 8, Fade - 20 years at 9: Brandywine, Matte Black, Regal Red, Electric Blue, Award Blue Products Covered. This Limited Warranty is limited exclusively to metal roofing panels and trim fabricated from UNA-CLAD Metal and installed in accordance with Firestone technical specifications by a Firestone -licensed applicator. Any materials not manufactured or supplied by Firestone are not covered under this warranty. Notice. In the event any peeling, checking, cracking, chalking, fading or excessive color change are observed by the Owner, the Owner must give notice in writing or by telephone to Firestone within thirty (30) days of any such observation. By so notifying Firestone, the Owner authorizes Firestone or its designee to investigate the condition of the paint finish at its option. Investigation. Should the investigation reveal that the surface condition is excluded under the Terms, Conditions and Limitations, the Owner shall be responsible for payment of the investigation costs. Failure by Owner to pay for these costs shall render this Limited Warranty null and void. The Owner is responsible for completing repairs not covered by the Limited Warranty to be made at the Owner's expense that will permit this Limited Warranty to remain in effect for the un -expired portion of its term. Failure by the Owner to properly make these repairs in a reasonable manner using a Firestone -licensed applicator and within 60 days shall render this Limited Warranty null and void. Limitations. If upon investigation, Firestone determines that the condition of the paint finish is not excluded under the Terms, Conditions and Limitations set forth in this Limited Warranty, the Owner's sole and exclusive remedy and Firestone's total liability shall be limited to the refinishing of the UNA-CLAD Metal as determined by Firestone to require refinishing. Any and all refinishing work so performed by Firestone in compliance with this warranty shall be performed by using any standard finishing practices and materials. Exclusions. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a claim or damage is caused by: Hail; Winds; Roof traffic or storage of materials or equipment on the roof not specifically accepted in writing by Firestone. Standing water or the continuous spray of water; Any installation within 1500 feet of a saltwater environment; Surface temperatures that exceed 200 degrees Fahrenheit; Airborne sand abrasion; Metal shavings; Any failure caused by the attachment or mounting of any item or device to or near the metal roofing panels and trim; improper handling during fabrication and installation, including but not limited to, improper equipment fabrication, storage, transportation, erection, placement or failure to immediately remove strippable protective film coatings; or Failure to give proper notice as set forth in paragraph above. Transfer. This Limited Warranty shall be transferable and assignable subject to Owner's payment of the current transfer fee set by Firestone. Alteration. Owner shall obtain Firestone's written approval before making any alterations to the roof system or installing any structures, fixtures, or utilities on or through the roof. This includes modification of the Firestone roof system to serve as a support platform for Photovoltaic (PV) Arrays (aka - Solar Panels), Garden Roofs, Decks, Patios, and areas intended for public access. Roof modification approval typically requires owner sponsored enhancement of the roof system to meet additional performance requirements to ensure service life following the proposed modification. Firestone is the sole judge of whether or not enhancements to the THIS WARRANTY INSTRUMENT CONSISTS OF MULTIPLE PAGES, ALL OF WHICH ARE PART OF THIS DOCUMENT. ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES. Tirestone BUILDING PRODUCTS NOBODY COVERS YOU BETTER' Page 4 of 5 1008.001.2015 ROOFING CONTRACTOR MATERIALS AND WORKMANSHIP WARRANTY 1) Contractor: _ Douglass Colony Group, Inc. 3) Roofing Materials Manufacturer: 2) Roof Owner: 3600 Youngfield Street Wheat Ridge, CO 80033 (Nance and Address) Firestone Building Products Name of Building: Applewood Village 250 West 9601 Street Building location: 209 E Mississippi Ave Denver CO 80209 Indianapolis. IN 46260 Area of Roof 127,650 Square Feet 4) Warranty begins 9/1/2019 and expires 9/1/2021 5) Warranty: Contractor warrants to Owner that it applied the roofing materials to the above-described roof in accordance -with (a) the written specifications of Roofing Materials Manufacturer and (b) good roofing industry practices, in effect on 9/l/2019. Subject to the following tenns, conditions and limitations, Contractor will, during the term of this Warranty, at its expense, repair or cause to be repaired leaks in said roof which are the result of defects in Contractor's workmanship. Upon expiration of the term of this Warranty, without notice from Owner of some defect, Contractor shall have no further obligation to make repairs at Contractor's expense under any provision of this Warranty and Owner shall not make any further demand or claim against Contractor concerning Contractor's workmanship, or the roofing materials installed, provided that Contractor promptly commences and diligently proceeds with the correction and repair of all such defects covered by this Warranty which are called to Contractor's attention during the term of this Warranty by Owner. 6) Terms, Conditions and Limitations. This warranty does not cover any leaks in the roof caused by: the acts or omissions of other trades or contractors; lightning, winds of peak gust speeds of 55 m.p.h. or higher measured at 10 meters above ground, hail storm, flood, earthquake or other unusual phenomenon of the elements; structural settlement; failure, movement, cracking or excess deflection of the roof deck; defects or failure of materials used as a roof substrate over which the roof system is applied; faulty condition of parapet walls, copings, chimneys, skylights, vents, supports or other parts of the building; vapor condensation beneath the roof, penetrations for pitch boxes; erosion, cracking and porosity of mortar and brick; dry rot; stoppage of roof drains and gutters; penetration of the roof from beneath by rising fasteners of any type; inadequate drainage, slope or other conditions beyond the control of Contractor which cause ponding or standing of water; termites or other insects; rodents or other animals; fire; or harmful chemicals, oils, acids and the like that come in contact with the roofing system and cause a leak or otherwise damage the roof system. If the roof fails to maintain a water -tight condition because of damage by reason of any of the foregoing, this warranty shall immediately become null and void for the balance of its term unless such damage is repaired by Contractor at the expense of Owner. 7) Notification by Owner. During the term of this warranty, if the roof leaks, Owner must immediately notify Contractor by telephone of such leaks, and promptly confirm such telephone notice by written notice to Contractor. 8) Events Which May Void Warranty. This warranty shall become null and void: (a) Unless Contractor receives notice from Owner in accordance with paragraph 7 above of any leaks and is provided an opportunity to inspect, and if required by the terms of this warranty to repair the roof; (b) If work is done on such roof, including, but without limitation, work in connection with flues, vents, drains, sign braces, railings, platforms or other equipment fastened to or set on the roof or if repairs or alterations are made to said roof, without first notifying Contractor in writing and giving Contractor the opportunity to make the necessary roofing application recommendations with respect thereto, which recommendations are complied with. Contractor shall be paid for time and materials expended in making recommendations or repairs occasioned by the work of others on the subject roof, (c) If any area of the roof is used as a promenade, walkway or work area or is sprayed or flooded, unless such use was originally specified with a defined area and the specification is noted in paragraph 14 below. 9) Transferability. This warranty shall accrue only to the benefit of the original owner named above. It is not transferable to any other person, except with the prior written consent of contractor. 10) No Other Rlarranties. No other express warranty is given by Contractor to Owner. The repair of the subject roof is the exclusive remedy. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. THE IMPLIED WARRANTIES, AND SPECIFICALLY THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED AND DISCLAIMED. This warranty is separate and apart from any warranty that may be issued to Owner by the Roofing Materials Manufacturer, CONTRACTOR EXPRESSLY EXCLUDES AND DISCLAIMS ANY RESPONSIBILITY TO OWNER IN CONNECTION WITH OR ATTRIBUTABLE TO THE ROOFING MATERIALS AND ANY SUCH ROOFING MATERIALS MANUFACTURER'S WARRANTY. l l) Incidental or Consequential Damages, UNDER NO CIRC STANCES SHALL CONTRACTOR BE LIABLE TO OWNER OR ANY OTHER PERSON FOR ANY INCIDENTAL, SPECIAL, CONSEQUE IAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS, WHETHER ARISING OUT OF BREACH OF WARRANTY, BREACH OF CONTRACT OR UNDER ANY OTHER THEORY OF LAW, 12) Payment to Contractor. This warranty shall not be or become effective unless and until Contractor has been paid in full for said roof in accordance with the agreement pursuant to which said roof was applied. 13) Additional conditions or exclusions includes SHEET METAL (3,500 Linear Feet Firestone BP) This warranty has been-uloxecuted this 20th day of June, 2019. Vice President By: Douglass Colony Group, Inc. Contractor By: Owner FIRESTONE WARRANTY GENERAL TERMS, CONDITIONS AND LIMITATIONS Warranty No: 700364384 Project No: 3261222 Start Date: 09/01/2019 Building Identification: Applewood Village Building Address: 3600 Youngfield St, Wheat Ridge, CO 80033-5200 Building Owner: US Retail Partners, LLC Roofing Contractor: DOUGLASS COLONY GROUP INC, 40000063 L9 Subject to the terms, conditions, and limitations set forth herein, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company, provides the Building Owner ("Owner") named above with this Limited Warranty for the Firestone provided System(s) or Material(s) set forth herein. This Warranty consists of multiple pages, all of which comprise the express terms and conditions of the warranty herein. Additional requirements, terms, conditions, exceptions, and limitations are defined in subsequent pages. In the event that any inconsistencies exist between the General Terms, Conditions and Limitations listed below and the Terms, Conditions and Limitations in subsequent pages, the subsequent pages will prevail. GENERAL TERMS, CONDITIONS AND LIMITATIONS Payment Required. Firestone shall have no obligation under this Limited Warranty unless and until Firestone and the licensed applicator have been paid in full for all materials, supplies, services, approved written change orders, warranty costs and other costs which are included in, or incidental to, the System or Materials. In the event that repairs not covered by this Limited Warranty are necessary in the future, Firestone reserves the right to suspend this Limited Warranty until such repairs have been completed and the licensed applicator and/or Firestone has been paid in full for such repairs. Exclusions. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a claim or damage is caused by: Natural forces, disasters, or acts of God including, but not limited to, fires, hurricanes, tornadoes, wind-blown debris, lightning, earthquakes, volcanic activity, atomic radiation, insects or animals; Act(s), conduct or omission(s) by any person, or act(s) of war, terrorism or vandalism, which damage the System or Material or which impair the System or Material's ability to perform properly; Failure by the Owner to use reasonable care in maintaining the System or Material, said maintenance to include, but not be limited to, those items listed in the current version of the Firestone Owner's Manual available at http://firestonebpco.com/ in the Building Owner's Toolbox; Deterioration, defects or failure of building components, including, but not limited to, the substrates, structural elements, walls, mortar, HVAC units, skylights, foundation settlement, etc.; Construction generated moisture, condensation or infiltration of moisture in, from, through, or around the walls, copings, rooftop hardware or equipment, skylights, building structure or underlying or surrounding materials; Acid, oil, harmful chemicals, or the reaction between them; Alterations or repairs to the System or Materials that are not completed in accordance with Firestone's published specifications, not completed by a Firestone licensed applicator, and/or completed without proper notice to Firestone; The design of the system: Firestone does not undertake any analysis of the architecture or engineering required to evaluate what type of System, Installation or Material is appropriate for a building and makes no warranty express or implied as to the suitability of its Products for any particular structure; such a determination is the responsibility of the architect, engineer or design professional; Improper selection of materials for the assembly or the failure to accurately calculate wind uplift and/or applicable design loads; Deterioration to metal materials and accessories caused by marine salt water, atmosphere, or by regular spray of either salt or fresh water; Failure of any non -Firestone brand materials used in the Firestone System or Installation not specifically accepted in writing by Firestone to be included in coverage; Change in building use or purpose; Failure by the Firestone licensed applicator or any additional contractor or subcontractor to follow Firestone's recommended installation instructions or approved specifications or drawings for the layout, design, and installation of the System or Materials. It shall be the Firestone licensed applicator's sole and exclusive responsibility to strictly follow Firestone's recommended installation instructions or approved specifications or drawings for the layout, design, and installation of the System or Materials; or Failure to correct all installation deficiencies listed in any Firestone inspection report. Overburden. Owner shall be responsible for the costs associated with the removal and replacement, as well as any damage caused by the removal and replacement, of any overburden, superstrata or overlays, either permanent or temporary, which include but are not limited to: structures or assemblies added after installation, fixtures or utilities on or through the System or Material, support platforms or bases for Photovoltaic (PV) Arrays (aka - Solar Panels), Garden Roofs, Decks, Patios or any other obstacles that impede access, clear observation, investigation, and repair of the System or Materials, excluding ballast or pavers accepted by Firestone or overburden specifically included in subsequent pages of this Warranty. Term. The term of this Limited Warranty shall be for the period set forth above and in subsequent pages of this document and shall not be extended under any circumstances without Firestone approval. Access. During the term of this Limited Warranty, Firestone's designated representative or employees shall have free access to the Installation location for inspection, audit, or repair purposes during regular business hours. In the event that access is limited due to security or other restrictions, Owner shall reimburse Firestone for all reasonable cost incurred during inspection and/or repair of the System or Material that are due to delays associated with said restrictions. Waiver. Firestone's failure to enforce any of the terms or conditions stated herein shall not be construed as a waiver of such provision or of any other terms and conditions of this Limited Warranty. Disputes. Any dispute, controversy or claim between the Owner and Firestone concerning this Limited Warranty or relating to any material supplied or specifically required by Firestone shall be settled by mediation. The Owner hereby releases Firestone from all liability to Owner's insurance carrier or to anyone claiming under or through Owner by reason of subrogation or otherwise. In the event that the Owner and Firestone do not resolve the dispute, controversy or claim in mediation, the Owner and Firestone agree that neither party will commence or prosecute any suit, proceeding, or claim other than in the courts of Hamilton County in the state of Indiana or the United States District Court, Southern District of Indiana, Indianapolis Division. Each party irrevocably consents to the jurisdiction and venue of the above -identified courts. Governing Law. This Limited Warranty shall be governed by and construed in accordance with the laws of the State of Indiana without regard to its rules on conflict of laws. Severability. If any portion of this Limited Warranty is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall nevertheless continue in full force. FIRESTONE DOES NOT WARRANT PRODUCTS INCORPORATED OR UTILIZED IN THIS INSTALLATION THAT WERE NOT FURNISHED BY FIRESTONE. FIRESTONE SPECIFICALLY DISCLAIMS LIABILITY UNDER ANY THEORY OF LAW ARISING OUT OF THE INSTALLATION OF, PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY FIRESTONE. THIS LIMITED WARRANTY SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, AND FIRESTONE HEREBY DISCLAIMS ALL SUCH WARRANTIES. THIS LIMITED WARRANTY SHALL BE THE OWNER'S SOLE AND EXCLUSIVE REMEDY AGAINST FIRESTONE, AND FIRESTONE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO THE BUILDING OR ITS CONTENTS, SUBSTRATES OR THE ROOF DECK. THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR MODIFIED IN ANY WAY EXCEPT IN WRITING SIGNED BY AN AUTHORIZED OFFICER OF FIRESTONE. NO OTHER PERSON HAS ANY AUTHORITY TO BIND FIRESTONE WITH ANY REPRESENTATION OR WARRANTY WHETHER ORAL OR WRITTEN. THIS WARRANTY INSTRUMENT CONSISTS OF MULTIPLE PAGES, ALL OF WHICH ARE PART OF THIS DOCUMENT. ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES. 'firestone 200 4th Avenue South, Nashville, TN 37201 1-800-428-4442 www.firestonebpco.com nww�riv rnwucIa Page 2 of 5 NOBODY COVERS YOU BETTER." 1001.001.2015 FIRESTONE RED SHIELD ROOF SYSTEM LIMITED WARRANTY Warranty No: 700364384 Project No: 3261222 Start Date: 09/01/2019 Building Identification: Applewood Village Building Address: 3600 Youngfield St, Wheat Ridge, CO 80033-5200 Building Owner: US Retail Partners, LLC Roofing Contractor: DOUGLASS COLONY GROUP INC, 40000063 AoDlewood Village Firestone Red Shield - TPO - 15 Year - 55 mph Square Footage: 127,650 For the warranty period indicated above, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company, warrants to the Building Owner ("Owner") named above that Firestone will, subject to the Terms, Conditions and Limitations set forth below, provide labor and material to repair any leak in the Firestone Roofing System ("System") caused by deterioration in the Firestone brand material due to normal weathering or any manufacturing or workmanship defect in the membrane within the scope of this warranty during the period specified above. TERMS, CONDITIONS AND LIMITATIONS Products Covered. The System shall mean only the Firestone brand roofing membranes, Firestone brand roofing insulations, Firestone brand roofing metal, and other Firestone brand roofing accessories when installed in accordance with Firestone technical specifications by a Firestone -licensed applicator. Any materials not manufactured or supplied by Firestone are not covered under this warranty. Notice. In the event any leak should occur in the System, the Owner must give notice in writing or by telephone to Firestone within thirty (30) days of any occurrence of a leak. By so notifying Firestone, the Owner authorizes Firestone or its designee to investigate the cause of the leak at its option. Investigation. Should the investigation reveal that the leak is excluded under the Terms, Conditions and Limitations, the Owner shall be responsible for payment of the investigation costs. Failure by Owner to pay for these costs shall render this Limited Warranty null and void. The Owner is responsible for completing repairs not covered by the Limited Warranty to be made at the Owner's expense that will permit this Limited Warranty to remain in effect for the un -expired portion of its term. Failure by the Owner to properly make these repairs in a reasonable manner using a Firestone -licensed applicator and within 60 days shall render this Limited Warranty null and void. No Dollar Limit fNDL). If upon investigation, Firestone determines that the leak is not excluded under the Terms, Conditions and Limitations set forth in this ted Warranty, the Owner's sole and exclusive remedy and Firestone's total liability shall be limited to the repair of the leak. There is no dollar limit placed on warranted leak repairs to the extent such repairs are covered by this Limited Warranty. Exclusions. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a claim or damage is caused by: H77 - Winds of peak gust speed at or in excess of 55 mph calculated at ten(10) meters above ground using available meteorological data: (All associated building components, including but not limited to the deck substrate, joists, columns and foundation, must also meet wind speed design requirements); Roof traffic or storage of materials or equipment on the roof not specifically accepted in writing by Firestone. Damage to the roof incurred during breach, rupture or failure of any building envelope component during a flood or wind event not covered under warranty; or, Failure to give proper notice as set forth in paragraph above. Transfer. This Limited Warranty shall be transferable and assignable subject to Owner's payment of the current transfer fee set by Firestone. Alteration. Owner shall obtain Firestone's written approval before making any alterations to the roof system or installing any structures, fixtures, or utilities on or through the roof. This includes modification of the Firestone roof system to serve as a support platform for Photovoltaic (PV) Arrays (aka - Solar Panels), Garden Roofs, Decks, Patios, and areas intended for public access. Roof modification approval typically requires owner sponsored enhancement of the roof system to meet additional performance requirements to ensure service life following the proposed modification. Firestone is the sole judge of whether or not enhancements to the roof system are required. Failure to obtain Firestone approval for a roof modification will result in invalidation of this warranty. FIRESTONE BUILDING PRODUCTS COMPANY, LLC By: Michael Huber Authorized Signature: Title: Director of Warranty Services THIS WARRANTY INSTRUMENT CONSISTS OF MULTIPLE PAGES, ALL OF WHICH ARE PART OF THIS DOCUMENT. ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES. Firestone NOBODY COVERS YOU BETTER? Page 3 of 5 1003.001.2015 -41- afl (FPa � CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 25191183.0001 Service Date: 05/24/19 10625 W 170 Frontage Rd N, Ste 3 Report Date: 06/22/19 Revision I - 28 -day results Wheat Ridge, CO 80033-1729 Task: 303-423-3300 Client Leve] Engineering LLC Attn: Travis White 407 N Lincoln Ave Ste 104 Loveland, CO 80537-5686 Project )lobby Lobby Wheat Ridge 3600 Youngfield St. Wheat Ridge, CO 80033 Project Number: 25191 183 Material Information Sample Information Specified Strength: 4,000 psi (a! 28 days Mix ID: 19100 Supplier: Ready Mixed Batch Time: 1205 Plant: Truck No.: 415 Ticket No.: 1574713 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pct): Yield (Cu. Yds.): Laboratory Test Data Result Specification 3 1/2 1.9 52 67 152.3 Set Specimen Avg Diam. Area Date No. IID (in) (sq in) Received A 1 4.00 12.57 05/25/19 A 2 4.00 12.57 05/25/19 A 3 4.00 12.57 05/25/19 A 4 4.00 12.57 05/25/19 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal) Water Added After (gal): Sample Location: Placement Location. 05/24/19 Sample Time: 0120 Saliullah Mubarez Sunny 6/6 Batch Size (cy): 6 Hand 0 0 See attached map. Floor slab at the northeast corner of the building. see attached map A 5 05/25/19 Hold Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Cast Concrete Cylinders Terracon Rep.: Saiiullah Mubarez Reported To: Chris Johnson Contractor: Report Distribution: (1 I I ocl Iiul;incerinp rL(','I'racis while Reviewed By: c'__-- ZL._) ---_ -_ - Bashar 1lallar Senior Project Manager 'fest Methods: ASTM C' 31, ASTM C'39, ASTM ('138, ASTM ('143, ASTM C'172, ASTM ('231, ASTM ('1064, ASTM C' 1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cunnol• 11-16 12, Hn (' Page I of I Age at Maximum Compressive Weight Date Test Load Strength Fracture Tested (lbs) Tested (days) (lbs) (psi) Type By 8.80 05/31/19 7 50,873 4,050 2 JPS 8.90 06/21/19 28 66,071 5,260 3 JPS 8.90 06/21/19 28 66,503 5,290 2 .IPS 8.90 06/21/19 28 65,206 5,190 2 JPS Average (28 days) 5,250 A 5 05/25/19 Hold Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Cast Concrete Cylinders Terracon Rep.: Saiiullah Mubarez Reported To: Chris Johnson Contractor: Report Distribution: (1 I I ocl Iiul;incerinp rL(','I'racis while Reviewed By: c'__-- ZL._) ---_ -_ - Bashar 1lallar Senior Project Manager 'fest Methods: ASTM C' 31, ASTM C'39, ASTM ('138, ASTM ('143, ASTM C'172, ASTM ('231, ASTM ('1064, ASTM C' 1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cunnol• 11-16 12, Hn (' Page I of I �(enpRS � /J ENGINEERING AND INSPECTION Subsequent inspections were conducted to review the exterior phase of the concrete flatwork. The exterior concrete flatwork was non- structural; however, Level Engineering LLC did conduct special inspections for these exterior areas. We conducted numerous site visits to inspect the reinforcement placement for the exterior slabs. Initial inspections were conducted for size and spacing as well as embedment for epoxy in specified areas. Ongoing phased inspections were conducted to verify that all the rebar reinforcement was properly spaced and in conformance with design documents prior to concrete placement. The reinforcement was found to be in conformance prior to the respective pour. Concrete material inspections were additionally performed under our supervision by Terracon. Results are attached for review. Lab testing found concrete representative samples exceeded material specifications. Level Engineering has conducted special inspections regarding cast in place concrete placement, reinforcement and structural reinforcement including welds of structure modifications in conformance with SBA Design Group P.C. These documents reference project # 185-4004 dated 09/17/18. These inspections were performed under the request of the City of Wheatridge special inspection requirements. LEI has conducted several on-site inspections and on-site sampling of materials for testing as part of this review for compliance. All concrete reinforcement and welding was conducted or corrected to be in conformance with the approved design documents and subsequent design change orders. Therefore, this is to serve as certification that LEVEL Engineering LLC has concluded that, to the best of our knowledge, the cast — in place concrete and structural reinforcement including welding placement that has occurred at the permitted Hobby Lobby tenant renovation is in substantial conformance with the design documents. Sincerely, Scott Zurn, P Scott A Zurn P.E. (#28253) Digitally signed by Scott Zurn, O Li . E. O�'A. P.E. Date: 2019.08.12 11:07:31 p .0 -06'00' Our inspection and findings are limited to work conducted by LEVEL Engineering, LLC and we have not made any determinations on other issues that may affect life and safety concerns. Our findings are based on conditions at the time of inspection and we cannot predict future performance of existing structures beyond the referenced statements. LEVEL Engineering LLC liabilities are limited to the fees charged. All objections to the terms and findings within this document must be made in writing within five days of this report. 6 1 407 N LINCOLN AVE.. SUITE 104, LOVELAND CO 80537 1 MAIN: 720.408.0119 1 ADMINLia LEVEL INSP ECTIONSCO.COM m '1 I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' Fs-.., Job Address: �c�r s��E�.✓'� Permit Number: 4LA __ ❑ No one available for inspection: Time -t Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303 -234 - Date:. q f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE.. Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: Permit Number: ❑ No one available for inspection: Time=I'M Re -Inspection required: Yes No When corrections have been made, call for re-inspection-at.3 3=234- 933 Date "� Inspecfor.g, DO NOT REMMZ= THIS NOTICE i CITY.QF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' -5 Job Address:"-{ Permit Number: (� ` ❑ No one available for inspection: Tim&--- AWPM Re -Inspection required: Yds When corrections have been made, call' tis re -inspection at 303-234-5933 DaI- Inspecto . -' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:��� Job Address:_` -F Permit Number: ❑ No one available for inspection: Tim6' T AM/PM Re -Inspection required: a No When corrections have been made, ca/1,16ire-inspection at 6 Date- _ Inspectd�=, A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 41.0 L<<-� • Mme.Gi - Job Address: PermitNumber: 9i dam' 1\ ❑ No one available for inspection: Time old YCAM/54M Re -Inspection required: `es o When corrections have been made, call for re -inspection at 303-234-5933 Date: �7 <z / i Inspector: tY---- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _]��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :. Job Address: "�nu ngu �� Permit Number: -,24ED ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes. ''No When corrections have been made, R'; 11 for re ection. at 303-234-5933 4 Date`-� Inspe'ctor ---- t DO NOT RE40� E THIS NOTICE �* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:_ - Job Address: Lh_` Permit Number: ❑ No one available for inspection: Timms - __A_w_ PM Re -Inspection required: YesNo When corrections have been made, �CaI for r-inspeCYi at 303-234-5933 Date• _ l Inspe or. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE P Inspection Type: Job Address: f ,- A_ Permit Number: (C2 G -1 ❑ No one available for inspection: Time ,SAM/PM Re -Inspection required: Yeg No When corrections have been made,¢ca�l for Date:_ _:�4" Inspec r '� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE p Type: Inspection T e: L^- _'�,m-,.-� Job Address: 4,�sL Permit Number: d ' '22q,_. ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Ye !� When corrections have been made, call f' re -inspection at 303-234-5933 Date Inspects DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 4 Inspection Type: Job Address: ,a-�)i#.i° Permit Number: �° 4 -�:jj; ❑ No one available for inspection: Time Re -Inspection required: Ye!(- No When corrections have been made, call for rdinsp ' 2 /7 • Date. tt pector A51 at 303-234-5933 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE k Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes-; When corrections have been made,+ call fqf ction at 303-234-5933 Dat -t Inspector i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237929 Fax INSPECTION NOTICE Inspection Typed Job Address: I .` Permit Number: ❑ No one available for inspection: Tirrje� t ---1 AM/PM Re -Inspection required: YesQ.f When corrections have been made,icall fo� rpc 833 3 Da Inspectbr�'. e 4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE f_, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f � /-- 'o . Job Address: Permit Number: Zc2 Z 2,-_2 72-2 J No one available for inspect ime ` AM/P Re -Inspection required: es When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: /--- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2 O ►� • �- JobAddress: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:— :� f / . 9 `4 Inspector: z DO NOT REMOVE THIS NOTICE i CITYOF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f4- Job Address: -`"f"'^' Permit Number: ❑ No one available for inspection: Time" M/' M Re -Inspection required: Y No' When corrections have been made, a for re -inspection at 303-234-5 Da Inspecto . - i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:' Permit Number: IS70 ❑ No one available for inspection: Time Re -Inspection required: Yes;11 No - -- When corrections have been made, call for re -inspection at 303-234-5933 _ - � - ! Inspector: Date:- --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ceding-Inspectioh Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSzPF,TION N�OTIC. Inspection Type: � ` L" 7 t''2 Job Address: U Permit Number: 2�t $"Oa37STiS ❑ No one available for inspection: Time _ AM/PM Re -Inspection required: Yes' No When corrections have been made, call for re -inspection at 303 -234 - Date: k`0 Inspector: 1 DO NOT REMOVE THIS NOTICE i CITY -OF WHEAT RIDGE I�itding�lnFspec n Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �D mow' Job Address: :, O Of 5 Permit Number:�c`% S^ ❑ No one available for inspection:.Time lr � AM/PM r. Re -Inspection required: Yqs No When corrections have been made, call for re -inspection at 303-234-5933 Date: A Inspector: - ---- DO NOT REMOVE THIS NOTICE LTYOF WHEAATF _3'IDGE '. kv Bilhdinglnspecti4 irsion,,, (303);234-5933 Inspectioh.libe-. (,103) 235-2855 Office - (303) 23T 8929= Fax INSPEUT,9114 NOTIC Inspection Type: 123 4:�455 Job Address: CZ? Itr/ Permit Number t 3 LI No one available for inspection: Time AM/FM----) Re -inspection required: Yes _(/CNo - 116— When corrections have been made, ca I or re -inspection at 303-234-5933 IVInsi)ector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �o C) ✓� 1 S` Permit Number: / _3 U-\ C:Iz-, E ❑ No one available for inspection: Time AM/PM "r,%; N 6- \C) Re -Inspection required: e, No When corrections have been made, call for re -inspection at 303-234-5933 Date: `= �` �` ' l� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�i7 Job Address:( Permit Number: _ ) I ❑ No one available for inspection: TiReK� "'V CSAM/EI�I Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: Z-; Inspector:_— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:'`a�f✓_...- Job Address: C t= =l Permit Number: ❑ No one available for inspection: Time t SAA/PM Re -Inspection require . Yes No When corrections have been made, Dat .5�_(QT I 11�._. i CITY OF W6EAT R GE $uildi g Inspection I i VISIOn (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType:,24124 /U, Job Address: 56a Permit Number:.�1 ❑ No one available for inspecti i e Re -Inspection required: Yes o When, corrections have been made, call for re -inspection at 303-234-5933 :..:Date;:.=� (�1" Inspector: 47>-- DO NOT REMOVE THIS NOTICE -A RIDE CITYPF WHEAT RIdGE Building Inspe on Division (30$).,234-5933 Inspection '(303) 2.15-2855 Office @ (303) 237-8929 Fax INSPECTION NO ICE Inspection Type: 4 Job Address: Permit Number: LJ No one available for inspection: Time AM/PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-593 Date:- �a Inspector: _/->--- DO NOT REMOVE THIS NOTICE i CITY OF WHE,A°T RI[IGE / Buildi g Inspection Division 1 (303):;234-5933 Inspection line;:; (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ' ,%:- 'fAZt j4-, 1 L� " Permit Number:"�� Q ` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,5_,1_;kc)r - Inspector: ---__------ DO NOT REMOVE THIS NOTICE A i CITY OF WHEA7RIDGE Bt(tling Inspectioivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i Job Address: - Permit Number: ❑ No one available for inspection: Time 6AM/PM Re -Inspection required: Yes No_,7� C�- *When corrections have been made, call for re -inspection at 303-234-5933 Date: �2� &`; Inspector:/4_��-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Bbtlding Intpectidik Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: r INSPECTION NOTICE CD ❑ No one available for inspection.: Time AM M� Re -Inspection required: Yes 4 When corrections have been made, call for re -inspection at 303-234-5933 Date: 5- )I -Inspector: - ----- DO NOT REMOVE THIS NOTICE i CITY. OF WHET RIDGE wilding Inspect on Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: z2 Job Address: Permit Number: ❑ No one available for inspectio1'im_?OAM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: I � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3t "f � t -0 eg�F'.)�- Permit Number: 1'_1 PL2 C~ 4- ❑ No one available for inspection: Time Ate_ A M Re -Inspection required: YeC-N__o�:) When corrections have been made, call for re -inspection at 303-234-5933 _15 . Inspector: Date: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' Job Address:(-; J`� `� +-�r`=1�:.1 f.► ❑ No one available for inspection: Time AWP�M Re -Inspection required: Ye _`No When corrections have been made, call for re -inspection at 303 -234 - Date: = 1` ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOT CE Inspection Type: z L=-- Job Address: A—Z7 t F-= Permit Number: ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes CV When corrections have been made, ca/ for re -inspection at 303 -234 - Date Inspecto / DO NOT RE ` E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /0—o Job Address:72 �� Permit Number: f �-rV - r f'`> ❑ No one available for inspection: Tirr M/PM Re -Inspection required: Yes( When corrections have been mad, c for re -inspection at 303-234-5933 --ti Dat "} Inspec ---�, DO NOT REM VE THIS NOTICE ire CITY OF WHEA RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 2337-8929 Fax INSPECTION NOTICE / 9--> ��4 5 Inspection Type: 7�3D) 7Z�ZJU- < Job Address: Permit Number: ❑ No one available for inspection: Time -AM/ M Re -Inspection required:, Yes�No When corrections have been made, call for re -inspection at 303-234-5933 Date: 11Inspector:-- DO NOT REMOVE THUS NOTICE i CITYOF WHEAT RIDGE Building Inspection DrAsion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE } Inspection Type:, r� 13, Job Address: v cN l,Q Permit Number: �j' n;;,; ; �_:; l ❑ No one available for inspection: Time AWPM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date:*I PL—Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time ! -� ` tF-Al�ll/PM Re -Inspection required: Yes 114VO When corrections have been made, call for re -inspection at 303-234-5933 Date: inspector:1�---�. ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: !0 Job Address: Permit Number: ❑ No one available for inspection ji.me,- AtP1C) Re -Inspection required: Yes`No When corrections have been made, call for re -inspection at 303-234-5933 Date: Vel" Inspector: ' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION 1140 fkO Inspection Type: Job Address:t = Permit Number: <::2� ❑ No one available for inspection: -Ti Re -Inspection required: Yes When corrections have been made, Date for re -inspection at 303-234-5933 A i -- CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION N�TICE Inspection Type: ' � C c_ _ N- Job Address: Permit Number: 01111's ❑ No one available for inspection: Time PM Re -Inspection required: Yes (�No When corrections have been made, c�l r re -inspection at 303-234-5933 4 Date: -q Rnspectot. DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: e-__QfD �`. ❑ No one available for inspection:, Time � /AM/ M Re -Inspection required: Ye , No When corrections have been made, ca71 for re -inspection at 303-234-5933 Date: ZJ- • Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2CA e� Job Address: Permit Number: e2t=> 1 EEAQ.„_5— Fr-+� t ❑ No one available for inspection: Time M Re -Inspection required: YesNo When corrections have been made,all fo e -inspection at 303-234-5933 Date:ql;;7 nspector: wA �1/1� wr��w• � ����w ���-w� A i CITY OF WHET RIDGE Building -Inspection. Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: off-? %CEJ ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 7` ,QW' ' Iq Inspector: A—,, DO NOT REMOVE THIS NOTICE V, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3coZ Job Address: a� G.R­�;' 0,-,V--1 �rmit Number: ❑ No one available for inspection: Time = , ► �AMM Re -Inspection required: Yes,`' o When cor rections have been made, call for re -inspection at 303-234- 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • ( 03) 2�37-8929 Fla x INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection Time 1.1, f V* V'AWPM Re -Inspection required: Yesr No When corrections have been made -Carll for re -inspection at 303-234-5933 Date: i Inspector:/ ---�— - - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilbthg Inspectio"Ivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��� / ezj • , Job Address: Permit Number: lzt� ❑ No one available for inspection: Time Re -Inspection required: Ye Nom.? When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT nRIDGE Building InspectioVDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Typei Job Address: Permit Number: ❑ No one available for inspection: Time /. AMA Re -Inspection required: Yes;" NcD When corrections have been made, call for re -inspection at 303-234-5933 Date: , 17 - /T Inspector:-"— DO nspector: — DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Buildin§ Inspection Div sion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: - �?- Permit Number: ❑ No one available for inspection: Ti.roe L2� %PM Re -Inspection required: Yes, No f `" When corrections have been made, call for re -inspection at 303-234- Date:-V-. 03-234- Date:Vi. -Inspector: DO NOT REMOVE THIS NOTICE ,CITY OF WHEAT RIDGE ukiding Indpeiftion Division (303) 234-5933 Inspection line ___:��(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time26 S AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: t® S% v �__ Job Address: - - - ' i,� C-1 Permit ❑ No one available for inspection: Time 6 1 5 � AM/ j"� Re -Inspection required: Yes. No, 4 When corrections have been made,'calf'fo`r re -inspection at 303 -234 - Date: I rZi'l - f f ` Inspector:e�--- DO NOT REMOVE THIS NOTICE moi_ =-CITY QF WHEAT RIDGE _:�9�Buildinonspection Dif*ion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: _�-,&P052 Permit Number: ❑ No one available for inspection: Time 9--/> M Re -Inspection required: Yes,, No __D When corrections have been made, call for re -inspection at 303-234-5933 Date: 6� Inspector: DO NOT REMOVE THIS NOTICE ;�l J i CITY OF WHEAT RIDGE "y Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT�QN NOT5CE a J.&c?CII Inspection Type: a i ' 1 eG _ Job Address: 3 to' C c v /) re %c S Permit Number: s c^ a --,; SR ❑ No one available for inspection: Timed- - -= 1VIIPM Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspec _ DO NOT REM�E THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 73 0 - E fee__ Job Address: 3 G 0 o 1101"'n- e i Permit Number: O 1 8 D a 'i, _ :a ❑ No one available for inspection: Tim C=LAM/PM Re -Inspection required: YesNA�, When corrections have been made, cAll for rection at Dat Inspe f i} CITY OF`,VVHEAT RIDGE' ^ wilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE. Inspection Type: Ap.-r' Job Address: Permit Number: ❑ No one available for inspection,: -Time .',,P ` AM/PM-,/ Re -Inspection required: Yes `.,-No // When corrections have been made, call for re -inspection at 303-234-5933 Date:- _ , Inspector: DO NOT REMOVE THIS NOTICE i CITY OFWHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: J93~'. Job Address::"- e Permit Number: ,rte ❑ No one available for inspection..Ti,me Re -Inspection required: Yes, No - y When corrections have been made, call for re -inspection at 303-234-5933 Date: ' ��� Inspector:` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: "30 Job Address: 3 is of) V y vet��- ❑ No one available for inspection: Time ! 0 50 AM �TT Re -Inspection required: Ye�N When corrections have been made, call for re -inspection at 303-234-5933 Date Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Diftion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:.�Lt.r�� Job Address: Permit Number: ❑ No one available for inspection: Time IIA AM��PM �L Re -Inspection required: Yes '-,No When corrections have been made, call for re -inspection at 303-234-5933 Date:__3 Inspector: h -----.a DO NOT REMOVE THIS NOTICE I i <CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Y � zwu Job Address: Uj P Permit Number:3r2$ ❑ No one available for inspection: Tirr b�TMPM Re -Inspection required: Yes,.:' When corrections have been made, caDr re -inspection at 303-234-5933 r DatOZ' - _ 1 Inspecto -� --- DO NOT REM , THIS NOTICE i ,CITY OF -WHEAT RIDGE _:�9�twiding)nspecti h"Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: t Permit Number: ❑ No one available for inspection: Time j a A`M�-,M Re -Inspection required: Yes -. ,M:0 When corrections have been made, call for re -inspection at 303-234-5933 Date:;Z-S �rj7 Inspectors_ DO NOT REMOVE THIS NOTICE i CITY of WHEATRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fir Job Address: Permit Number: -;1c-_51(!Z ❑ No one available for inspection: Time AMM Re -Inspection required: Yes C.p When corrections have been made, call for re -inspection at 303-234-5933 Date ' f >' Inspector: ' - DO NOT REMOVE THIS NOTICE I* � 4i a CITY OF WHEAT RIDGE Building Inspection, Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: IV Job Address: Permit Number: ❑ No one available for inspection: Time /��'i M/ISM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:- = 11 Inspector: /-Ao_ -- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /O Job Address: 1 Permit Number: -ZL— N ❑ No one available for inspection: Time I t !r A '�M Re -Inspection required: Ye"s No When corrections have been made, call for re -inspection at 303 -234 - Date:– 1In Inspector: 00 -- DO DO NOT REMOVE THIS NOTICE i CITY'OF WHEAVRf E Buildig Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IN o ?CTO gelT_ "CE Inspection Type: 45 l Job Address:.3 Permit Number: b2t-z ❑ No one available for inspection: Time WPM Re -Inspection required: Yes` No When corrections have been made, call for re -inspection at 303-234-5933 Date:5/9 " Inspector: fir_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '_3 a / - F let - C A S le c, - d —.4 Job Address: 36 0 o YC CIA -(Te Id 5 Permit Number: a 0 I IF 0,2 3 S-3 ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections have been made, call for re -inspection at i CITY OF WHEIAT RIDGE BuildingAnspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:* Permit Number: .;�2t9 ❑ No one available for inspectiiomTime 19(AM)7,M Re -Inspection required: Yes 7N When corrections have been made, call for re -inspection at 303-234-5933 Date:' / -/ Inspector: /.-�. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Irtsspectiorr-Divisioh (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: eJ t_ Job Address: / Permit Number:/,�,'� ❑ No one available for inspection T.im�: WPM Re -Inspection required: Yes' N'0' - When corre ions have been made, call for re -inspection at 303 -234 - Date: 3 - Inspector: DO NOT REMOVE THIS NOTICE i CITY OAF. WHEAT,RIDCE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time �.� AM/PM Re -Inspection required: Yes N�o When corrections hpve been made, call for re -inspection at 303-234-5933 Date: ` Inspector:�`''�`"� -� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Perini. Number: INSPECTION NOTICE P i ❑ No one available for inspection: Time =% = Re -Inspection required: When corrections have been made, call for re -inspection at 303-234-5933 Date: l /'� Inspector: DONOTREMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �2z5./ ° r — ..SVA_) i Pte, t . - -±- ❑ No one available for inspectio Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303n234 - Date: Inspector: .. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection= Division (303) 234=5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE - Inspection Type: Job Address: Permit Number: �1) LlNo one available for inspection: Time M Re -Inspection required: Yep' When corrections have been made, call for re -inspection at 303-234- Date:,-2� 03-234-Dater/� Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �I �v ��n \\ 1� t '° Job Address: `3 Uy0 ��:; >� c, 1 e L C1 Permit Number: c)UVI 0 c,�j ❑ No one available for inspection: Time ` `� AM/PM Re -Inspection required,,: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: 1 - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201802358 PERMIT NO: 201802358 ISSUED: 12/12/2018 JOB ADDRESS: 3600 Youngfield St EXPIRES: 12/12/2019 JOB DESCRIPTION: Core and shell modification of existing space to demise into multiple tenant spaces; create new entrances and loading dock for each tenant space; new sanitary sewer lines and domestic water lines; add gas lines; remove RTUs; Replace main distribution panel; add site lighting; convenience outlets; electrical as needed; 125,200 sq ft total *** CONTACTS *** OWNER (719)217-9219 U S RETAIL PARTNERS LLC GC (303)238-7900 Todd Guthrie 180219 W.E. O'Neil Construction SUB (720)946-1830 Ronald Smith 110060 Productive Electric LLC SUB (303)862-3990 Timothy Berdahl 110095 Mountain Aire Mechanical LLC SUB (303)797-3920 Mark Beimers 021093 Marxair_e Inc. *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,257,254.00 FEES Total Valuation 0.00 Plan Review Fee 23,542.90 Use Tax 173,402.33 Permit Fee 36,219.85 ** TOTAL ** 233,165.08 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Add spandrel on the two panels on the northern elevation indicated on Sheet A5.0 (Elevations). Elevations SDP must be approved/recorded prior to issuance of the first Certificate of Occupancy associated with this project. A future permit will be required for the southern elevations (remaining 2 tenant spaces) not associated with this permit. City of Wheat Ridge Commercial Remodel PERMIT - 201802358 PERMIT NO: 201802358 ISSUED: 12/12/2018 JOB ADDRESS: 3600 Youngfield St EXPIRES: 12/12/2019 JOB DESCRIPTION: Core and shell modification of existing space to demise into multiple tenant spaces; create new entrances and loading dock for each tenant space; new sanitary sewer lines and domestic water lines; add gas lines; remove RTUs; Replace main distribution panel; add site lighting; convenience outlets; electrical as needed; 125,200 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed a that all w to be pertormed is disclosed in this document and/or its' accompanying approved plans and specifications. gffgt-ure o OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new pen -nit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior andspecific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of i in ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _ � City of W.I feat p� } e COMMUfVITY DEVELOPMENT" r _ i ED Building & Inspection Services Division A I, l r 7500 W. 29th Ave., Wheat Ridge, CO 80033 )� Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 P r Email: ermits(aci wheatridge co us FOR OFFICE USE ONLY Dates• -9/ - i 0, Plan/Permit # c>2 C`/ 3s� Plan Review Fee '%5 9v *** Please complete all highlighted Building areasn Permit Application both sides of this form. Incomplete applications may not be processed. *** Property Address: 3600 Youngfield Street Pra'perty Owner (p/ease print): Re e n c Centers Phone: Property Owner Email: Tommetzger@regencycenters.com Tenant (Commercial Projects Only) Core and She11 Only Property Owner Mailing Address: (if different than property address) Address: 8480 East Orchard Rd. Suite 6900 City, State, Zip: Greenwood Village, CO 80111 Naos Design Group Arch itect/Engineer E-mail: DickA@Naosdg.com Phone: 720-840-8977 Contractor: W.E. O'Neil Construction Company of CO City of Wheat Ridge License #: Phone: �3O238-7900 Contractor E-mail Address: dsuiewski@weoneii.com For Plan Review Questions $ Comments (please print): CONTACT NAME (please print): Dan S u l e w s k i Phone: 303-238-7800 CONTACT EMAIL(p/ease print): d8ulewski@weoneii.com Sub Contractors (Must provide Wheat Ridge License NO.): Electrical: TBD W.R. City License # Plumbing: W.R. City License # Mechanical: W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # [] COMMERCIAL ] RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Core and shell modification of existing Walmart to demise into multiple tenant spaces and create new entrance and loading dock for each tenant space. Tenant Buildout permit requests to be sent separately. _NL)YK�' (t�f ,^1� i►?(" iI�GTPS r1�K1� ��CclLi i'h� .� I iY\JZh out eAc�t'► 'S pa-ea- -oat hi.-ea- GC �fi W�ti 2' 1rted ea er i ���C�1/ i�11a-v� UL'J^2. cfZL>>'C�x-l�� � 6c5 � ( i-lrfiC c�ertC ,.� v ;,dv / J soffU ' c- e, �IeC, , ['o C Lvc� r e 6 of ✓r f f �? -� �� + sc�m.� ��t° +v �r-e.�l n � ✓t p l ct c.� � AQJ 4P f>[ tccxru.,v'- &-f i1t 1 a�r�frrlei fio� vt� ✓t M Ufe Group 30 II -B Unlimited Area Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF 12 5, 2 0 0 Amps BTUs Squares Gallons See attached plans Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 8,257,254 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)CONTRACTOR) (AUTHORIZED PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 7/10/18 Printed Name: DEPARTMENT USE ONLY ZONINGCOMMMENTS: �(�(� �� ( rCj,,jVS OCCUPANCY CLASSIFICATION: s Tr-9 Reviewer: LGfk CONSTRUCTION TYP BUILDING DEP MENT CO ENTS: Reviewer: 6u, W�81ry PUBLIC WORKS COMMENTS: G� Reviewer: Building Division Valuation: City of WII-6a-t aCi_P7, DEVELOPMUJ- SUB-CONTRACTOR AUTHORRZATff ON FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3600 Youngfield St. Permit#: 201802358 General Contractor: W E O'Neil I Electrical Sub -Contractor Company Name: Productive Electric Phone#: 720-946-1830 State License#: E 3 6 0 8 Master#: 0028364 Wheat Ridge License #: 110060 ignature of �Autho-�edgent Plumbing Sub -Contractor (required held) //- Date Company Name: Mountain Aire Mechanical Phone #: (303) 862-3990 State License #: PC.0003014 Master #: MP.00187554 Wheat Ridge License #:110095 (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name:MA4e-'k t r Phone: �1 %�4 - 7 C, i - 3 `j •Z. Cc' Wheat Ridge License#: J-1 ©9' (required field) C. Signature of Authorized Agent Date' 'T-4 A5 L02 iAk-j2- Lahrs, Grace From: NoReply@mobile-eyes.com Sent: Monday, August 27, 2018 11:12 AM To: Lahrs, Grace Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Building Shell at 3600 Youngfield Street Wheat Ridge, CO 80033 has been accepted. The Job Number is: 180827004 Description: Core and shell modification of existing Walmart to demise into multiple tenant spaces and create new entrance and loading dock for each tenant space. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 2 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. REC.V. AUG z Per 8/27/2018 GE MobileEyes ENABLING A SAFER WORLD User Options Welcome back Grace Lahrs (W. E. O'Neil Construction Company of Colorado) Log Off Update Account Document Library Access Control Application Carbon Dioxide Application Fire Alarm Control Panel (Dialer) Application Fire Alarm Application Fire Suppression Application Kitchen Hood Suppression Application Medical Gas Application New Building -Core and Shell Application No Work Conformance Form Photovoltaic Solar Application Radio Amplification System (BDA) Application Tenant Finish Application Underground Fire Line Application Procedures Contractor Help Help Videos Single Portal Account Overview HOW to Find Your Active Jobs ElHow to Request an Inspection HOW to Request Multiple Inspections How to Cancel an Inspection Permit Application Contractor Permit Portal Help Desk: 866-442-9002 (8a -8p EST) Email: help@mobile-eyes.com Applications City/Dept.: West Metro Fire Protection District v Mart IveW Application Just My Jobs All Jobs for my company Address: RECEIVED Street: AUG 2 Per Status: �!) All Unsubmitted Address Building Shell 3600 Youngfield Street Wheat Ridge, CO 80033 Submitted 8/27/2018 1:02:17 PM Submitted Returned Occupant: Job Type: Search Clear Filters -� Job Type Status 2 Existing Building/ Tenant Improvement Active Jobs *; Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Schedule Status: ®) All Scheduled Unscheduled Address Address: Street: Status: No matches Search _ Clear Filters Job Type / # Status Scheduling Completed/Canceled Jobs Just My Jobs All Jobs for my company Occupant: All - ` Completed Canceled Job #: Search Clear Filters hftps://www.mobile-eyes.com/PA-1ndex.asp 1/2 2018 Print Preview Address: Permit Application - Print Preview Addr/Street: 3600 Youngfield Street City/State: Wheat Ridge CO Zip Code: 80033 uwner First Name: Ran Last Name: Meng Business Name: Regency Centers Phone: (303) 300-5323 Phone AH: Cell Phone: Fax: Addr: 8480 W. Orchard Rd. #6900 Suite: City/State: Greenwood Village CO Zip Code: 80111 Email: Occupant: Building: Occupant: Building Shell Suite: Property Use Type: Commercial Job. Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 125,200.00 Cost: $8,257,254.00 Desc: Core and shell modification of existing Walmart to demise into multiple tenant spaces and create new entrance and loading dock for each tenant space. Comments: https://www.mobile-eyes.com/PA_PrintPreview.asp 1/1 eF VASCENT STRUCTURAL ENGINEERING September 19, 2018 Dick Ansteth naos design group 4949 S Syracuse Street Suite 460 Denver, CO 80237 r r SEP .' I City c+f JOKWheatRidge UNITY DMW1% _"f Boulder Denver Winter Park Reference: Ascent Job# 2018-0026: Applewood Walmart RenovAPPRQ % ds & Hobby Lobby, Core & Shell 3600 Youngfield St, Wheat Ridge, CO Rwkwedfor Code Comaliarlce Plan Check No: 201802358 Plan Check Date: 9/14/18 p I Plan Checker: Steve Ahuna, Charles Abbot AssZeed,4_�ic! rv_c A q 20%( Flans EzamMEir /QA— Date Vo1MiSfl o aoictMR The Issuance of o pefmit - awovol of Pbm sped/katiam Dear Mr. A n st et h , pdwaWwotiom shall not be a pem,it for, wan approval aL any vaalon to OW o/ the provisiom o/ the bWk irq cote of of any City ordtnoaces, pefm4s prcwmhW to give outhwky to violate of comet the provisions of the mu*Vv We reviewed the Plan Review Comments for the above!M"tmuMbered comments from the plan check are below, with our response immediately following. 1) Please revise Enercalc CMU analysis to ACI 530-11 The Enercalc CMU analysis using an older version of ACI 530 is only used to determine distribution of loads between several CMU shearwalls that are in-line, which is not dependent on the ACI code. It is not used for a strength or design analysis of the masonry piers. The more recent code is used for pier analysis. 2) Note "R" for K -Brace The K -Brace is part of the main lateral frame that runs east -west through the center of the building. The "R" for this brace would be 8, for an eccentrically braced steel frame. The comparison of wind vs. seismic for the main lateral system used the more conservative value of R=4 for the intermediate reinforced masonry shear walls. Even using this more conservative value to determine the seismic load, wind was found to be the controlling load in the east -west direction, and the K -Brace was designed for wind. Spreadsheets showing the effect of the two R values on the overall base shear value have been attached at the end of this document (pp. 1, 2). 3) Please explain/clarify Moment End Plate connection on page 1.73 for "minimum action check" WARNING: Design bending moment is < specified minimum? The connection was designed with the actual loads from the Etabs structural analysis model. AISC recommends designing end plate connections for 60% of the capacity of the section, but it is not a requirement. We reviewed the connection using finite element analysis and increased the loads to the 60% minimum design action. The report from this re -analysis is attached (pp. 3-9). The only necessary change from this analysis was an increase in the weld size from the beam web to the end plate. This change has been made on the structural drawings (see p. 10). 4r- ?, ,,,eo iq b 4;k3s�� ASCENT GROUP, INC. • 6707 Winchester Circle, Suite 100 • Boulder, CO 80301 • 303.499.3022 9 fax 303.499.3032 Mr. Ansteth Page 2 of 3 4) Page 1.78: Fail — Pass "Informative" < 1.0 N.G. Shouldn't it be >= 1.0 i.e. actual/allowed? This check is "informative" and not a failure criteria because it checks an unstiffened column web and this design has a stiffened column web. 5) Page 1.95 for Girder Web = 0.72 "FAIL" Approximately??? This is an informative check and not a failure criteria because this check does not apply to the double -sided condition that exists whenever this connection is used. The girder web is always subject to equal and opposite loads, and is not at risk for yielding. See 1/S7.0. 6) Pages 1.103 & 1.109 for unreinforced concrete tension strength = 0.56 FAIL Approximate??? This is an informative check of unreinforced concrete that is included in the baseplate analysis. However, the concrete is reinforced re: 2/S7.0. A more detailed analysis of the forces in the concrete is provided in the strut and tie calculations on pp. 1.70-1.71. 7) Page 2.13: Provide composite section analysis for existing W10x21 + C10x15.3 (M26)?? C10x15.3 okay by itself??? These beams are not acting together. The W10x21 (M26) was checked to see if could carry the additional load. The calculation showed that it could not, so an additional infill joist (ClOx15.3) was added at the edge of the opening. The tributary area for this edge joist is half of the load that the typical joist sees, which was checked as member M25, and found to be sufficient. 8) For Loading Docks specifies Hilti X -U Universal Powder -activated fasteners per ICC ESR AC70 (Acceptance Criteria). If not an ICC ESR report — please justify using AC70 with "Alternate Materials and Methods of Construction" form. Or use a product that has an approved ICC ESR report based on the IBC 2012. Hilti has an updated ICC report for these fasteners that contains the same (or higher) values than were used in this design. This report has been attached to the end of this document (pp. 11-25). 9) For ICC ESR -3187 Hilti Hit -Hy: In Hilti Profis Anchor software please revise input to "cracked" concrete. Design should still be okay. Or justify that the section is "uncracked" i.e. modulus of rupture is <= 7.5xlambdaxsq.root f'c. Changing to "cracked" required that the embedment depth be increased by 1/2". The updated calculation has been attached to the end of this document (pp. 26-33). The detail was changed in the structural plans to reflect this (see p. 34). 10) Page 6.24: Footing HLF7 "FAILURE" uplift and design N.G. Enercalc only considers the soil directly above the footing. This design also simplified the concrete over the footing to a minimal (and conservative) 1' x 1' square pedestal. Accounting for the actual concrete over the footing, with a density of 0.145 kcf instead of 0.11 kcf for soil, results in an additional 0.5 k of available dead load to resist uplift. Also, uplift of the footing would engage a wedge of soil that angles out from the edge of the footing, not just the soil directly above it. Accounting for that additional soil in only 2 directions (conservative) results in an additional 1.35 k of available dead load. The uplift load was 5.88 k, and Enercalc found a capacity of 5.496 k. Using 0.6 times the additional dead load produces an increase in the uplift capacity of 1.11 k, for a total capacity of 6.61 k. This will resist the uplift load of 5.88 k. ASCENT GROUP, INC. • 6707 Winchester Circle, Suite 100 • Boulder, CO 80301 • 303.499.3022 • fax 303.499.3032 Mr. Ansteth Page 3 of 3 11) Pages 7.6-7.9: Joist analysis deflection if > L/180 i.e. design = L/145. N.G. The existing joist calculations provided showed which joists were beyond their original capacity, and required reinforcement. Sheet S8.0 provides a plan and details for the joist reinforcement. An additional calculation has been provided at the end of this document to show that the reinforcement provided is sufficient for the loads (pp. 35,36). 12) Also per above the maximum stress ratios > 1.0 for shear and bending. N.G. (See note on item 11) 13) Page 7.39: FYI — Deflection = L/176 — close. Maximum stress ratio <1.0 OK. (See note on item 11) 14) Page 7.6: Shear capacity V = N.G. Bending and deflection OK. (See note on item 11) It is a pleasure to work with you on this project and we look forward to its successful completion. Please feel free to contact our office if you have any questions or if we may be of any further assistance regarding these matters. Sincerely, i Richard Farnham, PE Project Engineer "01— 00 RE ?ot� .••'� I • '!sib% Q o : 329 go Under the Direction of: : Lee F. Winkler III, PE, Principal ASCENT GROUP, INC. • 6707 Winchester Circle, Suite 100 • Boulder, CO 80301 • 303.499.3022 • fax 303.499.3032 ASCENT Group Inc. 6707 Winchester Cr. #100 Boulder, CO 80301 303.499.3022 ascentgrp.com Seismic Loads: IBC 2012 Risk Category : II Importance Factor (1) : 1.00 Site Class : D Ss (0.2 sec) = 19.40 %g S1 (1.0 sec) = 6.00 %g Fa = 1.600 Fv = 2.400 nan ntvvicvv nCaNunoc Supplemental InformatiorgOB TITLE Applewood Walmart Page 1 of 36 — - Wheat Ridge, CO JOB NO. 2017-0276 SHEET NO. CALCULATED BY RBF DATE CHECKED BY LFW DATE Sms = 0.310 SDS = 0.207 Sm1 = 0.144 SD1 = 0.096 Seismic Design Category = B Number of Stories: 1 Structure Type: All other building systems Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: Building Frame Systems Seismic resisting system: Intermediate reinforced masonry shear walls System Structural Height Limit: Height not limited Actual Structural Height (hn) =22.0 ft DESIGN COEFFICIENTS AND FACTOR Response Modification Coefficient (R) = 4 Over -Strength Factor (0o) = 2 Deflection Amplification Factor (Cd) 4 5DS = 0.207 SD1 = 0.096 Seismic Load Effect (E) = p QE +/- 0.2SDS D = p QE +/- 0.041 D Special Seismic Load Effect (Em): f2o QE +/- 0.2SDS D = 2.0 QE +/- 0.041 D PERMITTED ANALYTICAL PROCEDURE Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis - Permittec Building period coef. ((T) = 0.020 Approx fundamental period (Ta) LThn� User calculated fundamental period (T) = Long Period Transition Period (TL) = ASCE7 map = Seismic response coef. (Cs) = SDSI/R = need not exceed Cs = Sdi i IRT = but not less than Cs = USE Cs = Model & Seismic Response Analysis ALLOWABLE STORY DRIFT Strength Level Forces Design Category = Design Category = p = redundancy coefficien QE = horizontal seismic force D = dead loac Cu = 1.70 0.203 sec x= 0.75 Tmax = CuTa = 0.345 0 sec Use T = 0.203 4 0.052 0.118 0.010 0.052 Design Base Shear V = 0.052W - Permitted (see code for procedure) Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x B B rldll nCvlCvv nt;z> 1uIIJC Supplemental Informatior9oB TITLE A I ASCENT Group Inc. pp ewood Page 2 of 36 Walmart _ _ - -- -- 6707 Winchester Cr. #100 Wheat Ridge, CO Boulder, CO 80301 JOB No. 2017-0276 SHEET No. 303.499.3022 CALCULATED BY RBF DATE ascentgrp.com CHECKED BY LFW DATE Seismic Loads: IBC 2012 Risk Category : II Importance Factor (1) : 1.00 Site Class : D Ss (0.2 sec) = 19.40 %g S1 (1.0 sec) = 6.00 %g Fa = 1.600 Fv = 2.400 Sms = 0.310 SDs = 0.207 Sm1 = 0.144 Sol = 0.096 Seismic Design Category = B Number of Stories: 1 Structure Type: All other building systems Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: Building Frame Systems Seismic resisting system: Steel eccentrically braced frames System Structural Height Limit: Height not limited Actual Structural Height (hn) =22.0 ft DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 8 Over -Strength Factor (Qo) = 2 Deflection Amplification Factor (Cd) 4 ties = 0.207 SDS = 0.096 Seismic Load Effect (E) = p CE +/- 0.2SDs D Special Seismic Load Effect (Em) : Qo QE +/- 0.2SDS D PERMITTED ANALYTICAL PROCEDURE` Simplified Analysis - Use Equivalent Lateral Force Analysis = p QE +/- 0.041 D = 2.0 QE +/ 0.041 D Strength Level Forces Design Category = B Design Category = B p = redundancy coefficien QE = horizontal seismic forc( D = dead Ioac Equivalent Lateral -Force Analysis Permittec Building period coef. (CT) = 0.020 Cu = 1.70 Approx fundamental period (Ta) LThn� = 0.203 sec x= 0.75 Tmax = CuTa = 0.345 User calculated fundamental period (T) = 0 sec Use T = 0.203 Long Period Transition Period (TL) = ASCE7 map = 4 Seismic response coef. (Cs) = SDSI/R = 0.026 need not exceed Cs = Shc i IRT = 0.059 but not less than Cs = 0.010 USE Cs = 0.026 Design Base Shear V = 0.026W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x ian i cvi vv oNvnoc Supplemental Information Page 3 of 36 Project: Applewood Project no: 2018-0026 Author: RBF Project data Project name Applewood Project number 2018-0026 Author RBF Description B24—C2 Date 9/19/2018 Design code AISC 360-16 Steel A992, A36 STRUCTURAL ENGINEERING 1/7 Supplemental Information Page 4 of 36 Project: Applewood Project no: 2018-0026 Author: RBF Name Description Analysis Design code Beams and columns B24—C2 Stress, strain/ simplified loading AISC - LRFD STRUCTURAL ENGINEERING R — Direction y - Pitch a - Rotation Offset ex Offset ey Offset ez Forces in X Name Cross-section [o] 1'1 [*] [in] [in] [in] [in] C2 - W18x97 4 - W18X97 0.0 90.0 0.0 0.000 0.000 0.000 Node 0.000 B24 - W24x76 3 - W24X76 0.0 0.0 0.0 0.000 0.000 0.000 Node 0.000 Cross-sections Name 4 - W 18X97 3 - W24X76 Bolts Name 1 A325 Material A992 A992 Bolt assembly Diameter fu Gross area [in] [ksi] [int] 1 A325 1.000 119.7 0.785 2/7 Supplemental Information Page 5 of 36 Project: Applewood C2 - W1 8x97-bfl 1 Project no: 2018-0026 A992 Author: RBF B24 - W24x76-bfl 1 Load effects (equilibrium not required) B24 - W24x76-tfl 1 A992 N VY Name Member [kip] [kip] LE1 B24 - W24x76 22.800 0.000 LE2 B24 - W24x76 -22.800 0.000 Summary Design data 011/16" Name Value 0.0 Analysis 100.0% LE1 Plates 0.1 < 5% OK Bolts 77.7 < 100% 24.8 Welds 80.7 < 100% 3/4" Buckling Not calculated 0.0 Plates 3/4" LE1 Name Material C2 - W1 8x97-bfl 1 A992 C2 - W 18x97-tfl 1 A992 C2 - W18x97-w 1 A992 B24 - W24x76-bfl 1 A992 B24 - W24x76-tfl 1 A992 B24 - W24x76-w 1 A992 STIFFI a A36 STIFF1b A36 STIFF1 c A36 STIFF1 d A36 EP1 A36 Design data 011/16" Material 22.9 A992 Loads A36 Symbol explanation EPI Strain QEd Eq. stress fy Yield strength Elim Limit of plastic strain Vz Mx [kip] [kip.ft] 14.800 0.00 -14.800 0.00 OK OK OK OK STRUCTURAL ENGINEERING My Mz [kip.ft] [kip.ft] -161.20 0.00 161.20 0.00 Check status Thi [ki]ess Loads Check status [ksd [1e -4J 7/8" LE2 11.4 0.0 OK 7/8" LE1 45.0 12.4 OK 9/16" LE1 20.3 0.0 OK 011/16" LE1 22.9 0.0 OK 011/16" LE1 16.8 0.0 OK 7/16" LE1 24.8 0.0 OK 3/4" LE1 19.7 0.0 OK 3/4" LE1 19.6 0.0 OK 3/4" LE2 17.1 0.0 OK 3/4" LE2 17.1 0.0 OK 1 1/8" LE1 32.4 6.3 OK fy Elim [ksi] [1 e-4] 50.0 500.0 36.0 500.0 3/7 Project: Applewood Project no: 2018-0026 Author: RBF 5Y Overall check, LE2 n i cvv oN.n Supplemental Information Page 6 of 36 Strain check, LE2 M Strain check 1%] 150% 100% (5.00) 03b STRUCTURAL ENGINEERING 4/7 Project: Project no Author: 2 i n imvic v i oNvi Supplemental Information Page 7 of 36 Applewood 2018-0026 RBF Equivalent stress, LE2 Bolts Equivalent stress [ksi] 45.00 40.0 35.0 30.0 25.0 20.0 15.0 10.0 `..Yi stn 5.0 OM STRUCTURAL ENGINEERING Item Loads Ft V cpRnBearing utt uts utts Status [kip] [kip] [kip] 1%] 1%] [ /o] B1 LE2 14.933 0.964 101.790 28.2 3.0 0.0 OK B2 LE2 14.932 0.963 101.790 28.2 3.0 0.0 OK B3 LE2 32.718 1.274 101.790 61.8 4.0 0.0 OK B4 LE2 32.670 1.263 101.790 61.7 4.0 0.0 OK �5 B5 LE1 20.874 2.236 101.790 39.4 7.0 0.0 OK �7 B6 LE1 20.878 2.237 101.790 39.4 7.0 0.0 OK B7 LE1 41.160 3.169 101.790 77.7 10.0 0.0 OK B8 LE1 41.150 3.164 101.790 77.7 10.0 0.0 OK Design data Grade (pRnTension gRnShear [kip] [kip] 1 A325 - 1 52.970 31.782 Symbol explanation Ft Tension force V Resultant of shear forces Vy, Vz in bolt cpRnTension Bolt tension resistance AISC 360-16 J3.6 cpRnshear Bolt shear resistance AISC 360-16 - J3.8 cpRngearing Bolt bearing resistance Utt Utilization in tension Uts Utilization in shear Utts Utilization in tension and shear 5/7 Supplemental Information Page 8 of 36 Project: Applewood Project no: 2018-0026 Author: RBF STRUCTURAL ENGINEERING Welds Item Edge Xu Th Ls L Lc Loads Fn cpRn Ut o Status [in] [in] [in] [in] [kip] [kip] [%] C2 - W18x97-bfl 1 STIFF1a E70xx 13/16"► 11/4"\ 4.404 2.202 LE2 1.912 12.703 15.1 OK E70xx 13/16"\ I1/4"\ 4.404 2.202 LE2 2.551 15.903 16.0 OK C2 - W18x97-w 1 STIFF1a E70xx 13/16"\ I1/4"► 15.094 1.887 LE2 2.601 12.940 20.1 OK E70xx X3/16"► 11/4"\ 15.079 1.885 LE2 2.538 11.767 21.6 OK C2 - W18x97-tfl 1 STIFF1a E70xx 13/16"\ 11/4"\ 4.404 2.202 LE2 11.396 18.343 62.1 OK E70xx 13/16"► 11/4"\ 4.404 2.202 LEI 11.230 17.695 63.5 OK C2 - W18x97-bfl 1 STIFF1 b E70xx 13/16"\ 11/41\ 4.404 2.202 LE2 2.548 15.888 16.0 OK E70xx X3/16"\ X1/4"IlL 4.404 2.202 LE2 1.913 12.694 15.1 OK C2 - W18x97-w 1 STIFF1b E70xx 13/16"► X1/41► 15.079 1.885 LE2 2.541 11.787 21.6 OK E70xx 13/16"\ A1/4"\ 15.094 1.887 LE2 2.600 12.953 20.1 OK C2 - W18x97-tfl 1 STIFF1b E70xx /3/161\ I1/4"► 4.404 2.202 LEI 11.274 17.701 63.7 OK E70xx 13/16"► 11/41► 4.404 2.202 LE2 11.440 18.345 62.4 OK C2 - W18x97-bfl 1 STIFF1c E70xx 13/161\ 11/4"\ 4.404 2.202 LEI 2.455 15.769 15.6 OK E70xx /3/16"\ A1/41► 4.404 2.202 LEI 2.287 14.453 15.8 OK C2 - W18x97-w 1 STIFF1c E70xx 13/16"I► 11/4"1► 15.079 1.885 LEI 2.736 11.338 24.1 OK E70xx 13/16"► 11/4"\ 15.079 1.885 LEI 3.108 10.633 29.2 OK C2 - W18x97-tfl 1 STIFF1c E70xx 13/16"\ I1/4"I► 4.404 2.202 LEI 8.376 18.360 45.6 OK E70xx 13/161\ A1/4"\ 4.404 2.202 LEI 13.810 18.388 75.1 OK C2 - W18x97-bfl 1 STIFF1d E70xx X3/16"I► /1/4"\ 4.404 2.202 LEI 2.288 14.458 15.8 OK E70xx 13/16"\ A1/4"\ 4.404 2.202 LEI 2.452 15.762 15.6 OK C2 - W18x97-w 1 STIFF1d E70xx 13/16"\ I1/4"\ 15.079 1.885 LEI 3.107 10.626 29.2 OK E70xx 13/16"► 11/41► 15.079 1.885 LEI 2.733 11.341 24.1 OK C2 - W18x97-tfl 1 STIFF1d E70xx 13/161\ I1/41\ 4.404 2.202 LEI 13.812 18.388 75.1 OK E70xx 13/16"\ 11/4"► 4.404 2.202 LEI 8.515 18.361 46.4 OK EP1 B24 - W24x76-w 1 E70xx 11/8"\ 13/161\ 23.165 1.655 LEI 8.344 10.341 80.7 OK E70xx A1/81► 13/161, 23.165 1.655 LEI 8.344 10.342 80.7 OK Symbol explanation Xu Filler metal tensile strength Th Throat thickness of weld LS Leg size of weld L Length of weld L, Length of weld critical element Fn Force in weld critical element cpRn Weld resistance AISC 360-16 J2.4 Ut Utilization Buckling Buckling analysis was not calculated. Item Value Unit Reference 6/7 Project: Applewood Project no: 2018-0026 Author: RBF Item Friction coefficient - concrete Friction coefficient in slip -resistance Limit plastic strain Weld stress evaluation Detailing Distance between bolts [d] Distance between bolts and edge [d] Concrete breakout resistance Base metal capacity check at weld fusion face Supplemental Information Page 9 of 36 Value 0.40 0.30 0.05 Plastic redistribution No 2.66 1.25 Yes No STRUCTURAL ENGINEERING Unit Reference ACI 349 — B.6.1.4 AISC 360-16 — J3.8 AISC 360-16 — J3.3 AISC 360-16 — J.3.4 AISC 360-16 — J2-2 7/7 riari nGviGvv nCaNuiioc Supplemental Information Page 10 of 36 I Off" r 2 5I.. I.. � 2 PL. 1 1/5" x 10 1/2" x 2'-2" cnI ��A24R-E:: 51. I I , �V rk0 WEB N 6 I/4 o- (5) 1 I/16" DIA. HOLES m 1 FOR I" DIA. A325 FULLY C� TENSIONED 5OLT5 uum GJP ® EA. FLANGE MOMENT FRAME TOP CONN. ©l" FIGHT 2018 BY ASCENT GROUP, INC. A; -A ASCENT' Ipplewood Village RC -1 PROJECT 3600 Youngfield St NUMBER STRUCTURAL ENGINEERING Wheat Ridge, CO 2018-0026 6707 Winchester Circle. Suite 100 DATE Bou'der. CO 80301 303.499.3022 fax 499 30 321 9/19/18 r.famham Seo 19. 2018 - 3:33om S:\ArchiOffice Jobs\Stora Re\Project Docs\P2018-0026\DwR\2018-0026 Applewood Details.dwR riaii riuvivW ntCzyuIIJtl �UDDlemental Information DIVISION: 03 00 00—CONCRETE SECTION: 03 15 00—CONCRETE ACCESSORIES SECTION: 03 16 00—CONCRETE ANCHORS DIVISION: 04 00 00—MASONRY SECTION: 04 05 19.16—MASONRY ANCHORS DIVISION: 05 00 00—METALS SECTION: 05 05 23—METAL FASTENINGS DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 05 23—WOOD. PLASTIC. AND COMPOSITE FASTENINGS REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 EVALUATION SUBJECT: HILTI LOW VELOCITY X -U AND X -U 15 UNIVERSAL FASTENERS AND X -P CONCRETE FASTENERS ICC ICC ICC cc": MG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" SCC AccftdOd 'CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not c"rs specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ISO�IEC 17065 to any finding or other matter in this report, or as to any product covered by the report. pd-1C.en,iialio° Andy A« �aKacor+ .v Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. \\ AN ■ua NIERNATIONAL A Subsidiary of CODECOUNCR• SCC AccftdOd 'CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not c"rs specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ISO�IEC 17065 to any finding or other matter in this report, or as to any product covered by the report. pd-1C.en,iialio° Andy A« �aKacor+ .v Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. rias ncvicvv ntstyunaa Supplemental Information ICC -ES Evaluation Report ESR -2269 Reissued February 2017 Revised August 2017 This report is subject to renewal February 2019. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 03 00 00—CONCRETE Section: 03 15 00—Concrete Accessories Section: 03 16 00—Concrete Anchors DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 (800) 879-8000 www.us.hilti.com HNATechnicalServices(ccDhilti.com EVALUATION SUBJECT: HILTI LOW-VELOCITY X -U AND X -U 15 UNIVERSAL FASTENERS AND X -P CONCRETE FASTENERS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012 and 2009 International Building Code° (IBC) ■ 2015, 2012 and 2009 International Residential Code° (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)' tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES 2.1 General: The Hilti X -U and X -P power -actuated fasteners (PAFs) are used to attach wood, light gage steel, and other building elements to base materials of normalweight concrete, sand -lightweight concrete, steel deck panels with sand -lightweight concrete fill and concrete masonry. The X -U fasteners are also used to attach building elements to steel base materials. The Hilti X -U 15 fasteners are used to attach light gage steel and other building elements to steel base material. The fasteners are alternatives to the cast -in- place anchors described in 2015 IBC Section 1901.3 (2012 IBC Section 1908; 2009 IBC Section 1911) for placement in concrete; the embedded anchors described in Section 8.1.3 of TMS 402-13, referenced in Section 2107 of the 2015 IBC (Section 2.1.4 of TMS 402-11 and-08referenced in Section 2107 of the 2012 and 2009 IBC, respectively), for placement in masonry; and the welds and bolts used to attach materials to steel, described in IBC Sections 2204.1 and 2204.2, respectively. For structures regulated under the IRC, the fasteners may be used where an engineered design is submitted in accordance with IRC Section R301.1.3. 2.2 Horizontal Diaphragms: The Hilti X -U fasteners may be used as alternates to 10d common nails for fastening wood structural panels to structural steel members in horizontal diaphragms. 3.0 DESCRIPTION 3.1 Fasteners: 3.1.1 X -U: The X -U fasteners are powder -driven fasteners made from hardened steel complying with the manufacturer's quality documentation, austempered to a Rockwell C nominal hardness of 57.5 and zinc -plated in accordance with ASTM B633 SC 1, Type III. The fasteners have a shank diameter of 0.157 inch (4.0 mm), a head diameter of 0.32 inch (8.2 mm) and a knurled tip, and come in lengths ranging from 0.63 inch to 2.83 inches (16 to 72 mm). See Figure 1 for the fastener configuration. 3.1.2 X -U 15: The X -U 15 fasteners are powder -driven fasteners made from hardened steel complying with the manufacturer's quality documentation, austempered to a Rockwell C nominal hardness of 59 and zinc plated in accordance with ASTM B633 SC 1, Type 111. The fasteners have a shank diameter of 0.145 inch (3.7 mm), a head diameter of 0.32 inch (8.2 mm) and a shank length of 0.63 inch (16 mm). See Figure 2 for the fastener configuration. 3.1.3 X -P: The X -P fasteners are powder -driven fasteners made from hardened steel complying with the manufacturer's quality documentation, austempered to a Rockwell C nominal hardness of 59 and zinc plated in accordance with ASTM B633 SC 1, Type III. The fasteners have a shank diameter of 0.157 inch (4.0 mm), a head diameter of 0.32 inch (8.2 mm) and come in lengths ranging from 0.87 inch to 1.57 inches (22 to 40 mm). See Figure 3 for the fastener configuration. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or ani other attributes not speci/icalh, addressed, nor are thev to he construed as an endorsement ot"the subject of dte report or a recontntendation for its use. There is no warranty in IC'C Evaluation Service, LLC, eipress or implied, as to air finding or other matter in this report, or as to cors product covered by the report. cone eau Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 14 riai i ncvirtvv ncoNui iaa ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 2 of 14 3.2 Substrate Materials: 3.2.1 Concrete: Normal -weight and sand -lightweight concrete must comply with IBC Chapter 19 or IRC Section R402.2, as applicable. The minimum concrete compressive strength at the time of fastener installation must be as noted in the applicable allowable load table. Hollow core precast concrete slabs must conform to the cross-sectional dimensions shown in Figure 7. 3.2.2 Concrete Masonry: Concrete masonry units (CMUs) must be minimum 8 -inch -thick (203 mm), and must comply with ASTM C90. Mortar must comply with ASTM C270. Grout must be coarse grout complying with ASTM C476. Concrete masonry walls must have a minimum compressive strength, F., of 1,500 psi (10.3 MPa). See Table 6 for applicable CMU density and mortar type. 3.2.3 Steel: Structural steel must comply with the minimum strength requirements of ASTM A36, ASTM A572 Grade 50 or ASTM A992, as applicable, and must have minimum yield and tensile strengths and thickness as noted in Table 2. 3.2.4 Steel Deck Panels: Steel deck panel properties and configurations must be as described in Table 5 and Figures 4 through 6, as applicable. 3.2.5 Cold -formed Steel Clips: Cold -formed steel clips must be the FCSCTm Fast Clip, FCECTm Extended Fast Clip or UCECTM Uni-Clip End Clip manufactured by Clark -Dietrich, as described in Table 7 and Figures 8 and 9 of this report and as described in ESR -2570. 3.3 Wood Structural Panel Horizontal Diaphragms: 3.3.1 Wood Structural Panel: Wood structural panels must have a minimum thickness of 15/32 inch (11.9 mm) and must comply with the requirements of Section 4.2.6 of AWC Special Design Provisions for Wind & Seismic (SDPWS), which is referenced in IBC Section 2305. 3.3.2 Structural Steel Supports: Structural steel framing members supporting the wood structural panel diaphragm must comply with the minimum strength requirements of ASTM A36, ASTM A572 Grade 50 or ASTM A992, and have a thickness greater than or equal to 3/16 inch (4.8 mm) as shown in Table 2. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Selection of fasteners must take into consideration the applicable base material and the length of the fastener. The minimum fastener length must be determined as follows: ■ Unless otherwise noted, for installation into concrete, concrete -filled steel deck panels, concrete masonry and steel base materials, the minimum effective shank length shown in Table 1 must equal or exceed the sum of the thickness of the attached material and the minimum embedment depth (penetration) shown in the applicable tables in this report. ■ For installation through steel base materials, the minimum effective shank length shown in Table 1 must equal or exceed the sum of the following: the thickness of the attached material, the thickness of the base material and the required point penetration shown in the applicable tables in this report. 4.1.2 Allowable Loads for Individual Fasteners: The applicable allowable shear and tension load tables for the Hilti X -U, X -U 15 and X -P fasteners driven into different base materials may be determined by referencing Table 1. The most critical applied loads, excluding seismic load effects, resulting from the load combinations in IBC Section 1605.3.1 or 1605.3.2 must not exceed the allowable loads. For fasteners which are subjected to seismic loads, see Section 4.1.7 for additional information. The stress increases and load reductions described in IBC Section 1605.3 are not allowed. Allowable shear and tension loads in this report apply to the connection of the fastener to the base material only. Other limit states applicable to the design of a connection, such as fastener pull-through (pull -over) and lateral bearing on the attached material, which are governed by the properties of attached materials, are outside the scope of this report. Design of the connection to the attached material must comply with the applicable requirements of the IBC. When designing the connection of wood members to the base material, the bending yield strength of the PAFs can be assumed to be the same as that of a nail with the same shank diameter. 4.1.3 Combined Loading: For fasteners subjected to both shear and tension loads, compliance with the following interaction equation must be verified: where: (P/Pa) + (v/Va) 51 = Actual applied tension load on fastener, Ibf (N). Pa = Allowable tension load for the fastener, Ibf (N) v = Actual applied shear load on fastener, Ibf (N). Va = Allowable shear load for the fastener, IV (N). 4.1.4 Allowable Loads for Connections of Cold - formed Steel Clips to Steel Base Material: Allowable loads for the connections of the steel clip angles described in Section 3.2.5 to steel base material are given in Table 7. The most critical applied loads, excluding seismic load effects, resulting from the load combinations in IBC Section 1605.3.1 or 1605.3.2 must not exceed these allowable loads. The tension, shear and 45 -degree loads are assumed to act independently. The stress increases and load reductions described in IBC Section 1605.3 are not allowed. Allowable loads recognized in this report apply to the connection of the clip to the base material only. Design of the clip and the connection between the clip and the supported cold -formed steel member must comply with the applicable requirements of the IBC. Allowable loads for the FCSC and FCEC clips and for the connections of the clips to the supported cold -formed steel members are addressed in ESR -2570. 4.1.5 Wood Structural Panel Horizontal Diaphragms: When the X -U fastener is used to fasten wood structural panels to steel members, the fastener is recognized as equivalent to a 10d common nail specified in Table 4.2A of AWC SDPWS. Diaphragm design, including fastener spacing, diaphragm capacity and diaphragm deflection, must comply with Section 4.2 of AWC SDPWS, which is referenced in IBC Sections 2305.1 and IBC Section 2306.2. 4.1.6 Steel -to -steel Connections: When the Hilti fasteners listed in Table 2 are used in connections of two steel elements in accordance with Section E5 of AISI S100-12, connection capacity must be determined in accordance with Sections 4.1.6.1 and 4.1.6.2, as applicable. 4.1.6.1 Connection Strength - Tension: To determine tensile connection strength in accordance with Section E5.2 of AISI S100-12, the fastener tension strength, pull-out strength and pull -over strength must be known. Flan nGvltm nuzyunoc ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 3 of 14 paye 14 of 58 These characteristics must be determined as follows ■ Pull-out Strength: See Table 2 for available pull-out strength. ■ Pull -over Strength: The available pull -over strengths must be calculated in accordance with Section E5.2.3 of AISI S100-12. ■ PAF Tensile Strength: The allowable fastener tension strengths, determined in accordance with Section E5.2.1 of AISI S100-12, exceed the corresponding allowable pull-out strengths in Table 2. 4.1.6.2 Connection Strength - Shear: To determine shear connection strength in accordance with Section E5.3 of AISI S100-12, the fastener shear strength, bearing and tilting strength, pull-out strength in shear, net section rupture strength and shear strength limited by edge distance must be known. These characteristics must be determined as follows: ■ Bearing and Tilting Strength: The available bearing and tilting strengths must be calculated in accordance with Section E5.3.2 of AISI S100-12. ■ Pull-out Strength in Shear: The available pull-out strength in shear must be the applicable allowable shear strength from Table 2, or must be calculated in accordance with Section E5.3.3 of AISI S100-12. ■ Net Section Rupture Strength and Shear Strength Limited by Edge Distance: The net section rupture strength must be determined in accordance with Section E5.3.4 of AISI S100-12 and the shear strength limited by edge distance must be determined in accordance with Section E5.3.5 of AISI S100-12. ■ PAF Shear Strength: The allowable fastener shear strengths, determined in accordance with Section E5.3.1 of AISI S100-12, exceed the corresponding allowable pull-out in shear strengths in Table 2. 4.1.7 Seismic Considerations: The Hilti fasteners are recognized for use when subjected to seismic loads as follows: The Hilti fasteners may be used for attachment of nonstructural components listed in Section 13.1.4 of ASCE 7, which are exempt from the requirements of ASCE 7. 2. The Hilti fasteners installed in concrete may be used to support acoustical tile or lay -in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual fastener does not exceed 90 Ibf (400 N). 3. For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the PAFs may be used to attach steel track to concrete or steel in all Seismic Design Categories. In Seismic Design Categories D, E, and F, the allowable shear load due to transverse pressure shall be no more than 90 pounds (400 N) when attaching to concrete; and no more than the applicable allowable load shown for the Hilti X -U and X -U 15 fasteners in Table 2 when attaching to steel. Substantiating calculations shall be submitted to the code official addressing the fastener -to -base -material connection capacity and the fastener -to -attach ed - material connection capacity. Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. The design load on the fastener must not exceed the allowable load established in this report for the concrete or steel base material, as applicable. 4. The Hilti X -U and X -U 15 fasteners may be used in conjunction with wood structural panel diaphragms in accordance with Sections 3.3, 4.1.5 and 4.2.9. For Hilti X -U and X -U 15 fasteners installed in steel base materials, the most critical load applied to each individual fastener must be determined from the applicable equations in IBC Section 1605.3.1 or Section 1605.3.2 which include seismic load effects, and must not exceed the allowable load shown in Table 2. Except as noted in Item 4, above, recognition of the Hilti fasteners installed in steel base material for use in the design of lateral force resisting systems, such as shear walls and diaphragms, is outside the scope of this report. 4.2 Installation: 4.2.1 General: The Hilti X -U, X -U 15 and X -P fasteners must be installed in accordance with this report and the Hilti, Inc. published installation instructions. A copy of these instructions must be available on the jobsite at all times during installation. Installation must be limited to dry, interior locations. Fastener installation requires the use of a low-velocity powder -actuated tool in accordance with Hilti, Inc. recommendations. Installers must be certified by Hilti and have a current, Hilti-issued, operator's license. 4.2.2 Fastening to Steel: When installing the Hilti X -U or X -U 15 fastener in steel, the minimum spacing between fasteners must be 1 inch (25.4 mm) and the minimum edge distance must be 1/2 inch (12.7 mm). 4.2.3 Fastening to Concrete: Hilti X -U and X -P fasteners must be driven into the concrete after the concrete attains the compressive strength specified in the applicable tables of this report. Minimum spacing between fasteners must be 4 inches (102 mm) and minimum edge distance must be 3 inches (76 mm). Unless noted otherwise in this report, concrete thickness must be a minimum of three times the penetration depth of the fastener. 4.2.4 Fastening to Hollow Core Precast Concrete Slabs: Hilti X -U fasteners must be installed into the top or bottom of the hollow core precast concrete slab at the center of a core as shown in Figure 7, and must not make contact with the prestressing steel. The concrete thickness at these locations must be a minimum of 13/8 (35 mm) inches thick. Spacing along the length of the slab must be a minimum of 4 inches (102 mm). 4.2.5 DX-KWIK System: Installation of the Hilti X -U fastener into normal -weight concrete, using the Hilti DX-KWIK system as an alternate procedure, requires the drilling of a pilot hole using a Special DX-KWIK drill bit (TX -C) supplied by Hilti, Inc., prior to the installation of the fastener with the powder -actuated tool. 4.2.6 Fastening to Sand -lightweight Concrete -filled Steel Deck Panels: Installation of Hilti X -U or X -P fasteners in sand -lightweight concrete -filled steel deck panels must comply with Figures 4 through 6. Minimum distances from fastener centerline to rolled deck panel flute edges must be as depicted in Figures 4 through 6, as applicable. 4.2.7 Fastening to Concrete Masonry: Hilti X -U and X -P fasteners must be driven into the concrete masonry after the mortar and grout materials have attained the specified strength. Fasteners must be located in accordance with Table 6. riaii nCviavv ncaNunaa ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 4 of 14 Page 15 of 56 4.2.8 Fastening Cold -formed Steel Clips to Steel: The 5.4 Hilti X -U fasteners must be driven through the cold -formed steel clips in the locations shown in the figures in Table 7. The edge distance in the base steel must be a minimum of 1/2 inch (12.7 mm). 4.2.9 Wood Structural Panel Diaphragms: For horizontal diaphragm applications, wood structural panels must be fastened to steel members with Hilti X -U fasteners at the spacing specified in the approved plans. When used, the optional steel strap is placed on top of the panels and the fasteners are driven through the strap and panel into the supporting steel member. The minimum distance from the centerline of the fasteners to the edge of the panel is 3/s inch (9.5 mm). Fastener penetration and distance to the edge of the supporting steel member must be as described in Section 4.2.2. See Figure 10 for a typical installation detail showing one row of fasteners. The remainder of the diaphragm must be constructed in accordance with the code and the approved plans. 4.2.10 Use with Treated Lumber: The Hilti carbon steel fasteners described in Table 1 may be used in contact with fire -retardant -treated wood in dry, interior locations only, in accordance with 2015 IBC Section 2304.10.5.4 (2012 and 2009 IBC Section 2304.9.5.4) and Hilti's recommendations. Use of fasteners in contact with preservative -treated wood or fire -retardant -treated wood in exterior applications is outside the scope of this report 5.0 CONDITIONS OF USE For steel -to -steel connections that meet the applicability requirements of Section E5 of AISI S100-12, calculations demonstrating that the available connection strength has been determined in accordance with Section E5 of AISI S100-12 and Section 4.1.6 of this report, and equals to or exceeds the applied load, must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.5 Refer to Section 4.1.7 for seismic considerations 5.6 The use of fasteners is limited to installation in uncracked concrete or masonry. Cracking occurs when ft > f, due to service loads or deformations. 5.7 Use of fasteners is limited to dry, interior locations, which include exterior walls which are protected by an exterior wall envelope. 5.8 Installation must comply with Section 4.2.10 regarding fasteners in contact with preservative -treated and fire -retardant -treated wood. 5.9 Installers must be certified by Hilti, Inc., and have a current, Hilti-issued, operator's license. 5.10 The Hilti products addressed in this report are manufactured under a quality -control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED The Hilti X -U, X -U 15 and X -P fasteners described in this report comply with, or are suitable alternatives to what is 6.1 Data in accordance with the ICC -ES Acceptance specified in, those codes listed in Section 1.0 of this report, Criteria for Fasteners Power -actuated Fasteners subject to the following conditions: Driven into Concrete, Steel and Masonry Elements (AC70), dated February 2016, including seismic load 5.1 The fasteners are manufactured and identified in test data in accordance with Annex A of AC70. accordance with this report. 6.2 Test reports and engineering analysis regarding 5.2 Fastener installation complies with this report and the capacity of X -U fastener groups used to connect Hilti, Inc., instructions. In the event of conflict between cold -formed steel clips to steel base material. this report and the Hilti, Inc., published instructions, 7.0 IDENTIFICATION the more restrictive requirements govern. 5.3 Calculations demonstrating that the actual loads are less than the allowable loads described in this report must be submitted to the code official for approval. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 7.1 Each package of fasteners is labeled with the fastener type and size, the manufacturer's name (Hilti) and the evaluation report number (ESR -2269). An "H", for Hilti, is imprinted on the head of the fastener as shown in Figures 1, 2 and 3. 7.2 The cold -formed steel clip angles must be identified as described in ESR -2570. rias ntwicvv ncaNutiaG ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 5 of 14 Page 1 6 of 50 TABLE 1—FASTENER DESCRIPTION AND APPLICATIONS For SI: 1 inch = 25.4 mm. '## denotes numbers used in fastener designation to represent nominal fastener length in mm, e.g. X -U 27 has a nominal shank length of 27 mm. 2For fastener length of 16 mm, the minimum effective shank length is 14.8 mm (0.58 inch). For longer fasteners, the minimum effective shank length can be calculated in terms of the designated length as (##-0.5) in mm and (##-0.5)/25.4 in inches. 'The minimum effective shank length can be calculated in terms of the designated length as (##-1) in mm and (##-1)/25.4 in inches. TABLE 2—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO STEEL' 2,6 SHANK FASTENER MAXIMUM MINIMUM ALLOWABLE LOADS (Ibf) DESCRIPTION (inch) Steel Thickness (inch): SHANK HEAD POINT EFFECTIVE > ala APPLICABLE APPLICABLE FASTENER' FASTENER SHANK DIAMETER DIAMETER LENGTH SHANK FASTENER BASE LOAD DESCRIPTION TYPE [inch [inch [inch LENGTH COATING MATERIAL TABLES 3504 3754 Universal (mm)] (mm)] (mm)] [inch (mm)] 775' 720 935 720 900 720 2753 3503 Knurled Shank Steel 2,7 3,4 UniversalConcrete Knurled, 0.433 See ASTM 13633, 0.145 155 X -U ## Powder Actuated straight 0.157 (4.0) 0.323 (8.2) (11.0) Footnote 2 SCI, Type III Conc.-filled 5 Fastener deck CMU 6 X -U 15 Powder Actuated Knurled, 0.145 (3.7) 0.323 (8.2) 0.413 0.61 (15.5) ASTM B633, SC1, Type III Steel 2 Fastener stepped (10.5) Concrete 3 Conc.-filled 5 X P ## Powder Actuated Smooth 0.157 (4.0) 0.323 (8.2) 0.524 See ASTM 13633, Fastener straight (13.3) Footnote 3 SC1, Type III deck CMU 6 For SI: 1 inch = 25.4 mm. '## denotes numbers used in fastener designation to represent nominal fastener length in mm, e.g. X -U 27 has a nominal shank length of 27 mm. 2For fastener length of 16 mm, the minimum effective shank length is 14.8 mm (0.58 inch). For longer fasteners, the minimum effective shank length can be calculated in terms of the designated length as (##-0.5) in mm and (##-0.5)/25.4 in inches. 'The minimum effective shank length can be calculated in terms of the designated length as (##-1) in mm and (##-1)/25.4 in inches. TABLE 2—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO STEEL' 2,6 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N; 1 ksi = 6.9 MPa. 'Allowable load capacities are based on base steel with a minimum yield strength (F,,) of 36 ksi and a minimum tensile strength (F„) of 58 ksi. 2The fasteners must be driven to where the point of the fastener penetrates through the steel base material, unless otherwise noted. 3Based upon a minimum point penetration of /6 inch. 4Based upon a minimum point penetration Of inch. SBased upon a minimum point penetration of 15/32 inch. 6Allowable loads are applicable to static and seismic loads in accordance with Section 4.1. 'For steel -to -steel connections designed in accordance with Section 4.1.6 for static loads only, the tabulated allowable load may be increased by a factor of 1.25, and the design strength maybe taken as the tabulated allowable load multiplied by a factor of 2.0. SHANK FASTENER FASTENER DIAMETER ALLOWABLE LOADS (Ibf) DESCRIPTION (inch) Steel Thickness (inch): '/16 '/4 3/6 'lz > ala Load Direction: Tension Shear Tension Shear ITension Shear Tension Shear Tension Shear 3504 3754 Universal X -U 0.157 500' 720 775' 720 935 720 900 720 2753 3503 Knurled Shank Universal X -U 15 0.145 155 400 230 395 420 450 3655 500$ 3655 4005 Knurled Shank For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N; 1 ksi = 6.9 MPa. 'Allowable load capacities are based on base steel with a minimum yield strength (F,,) of 36 ksi and a minimum tensile strength (F„) of 58 ksi. 2The fasteners must be driven to where the point of the fastener penetrates through the steel base material, unless otherwise noted. 3Based upon a minimum point penetration of /6 inch. 4Based upon a minimum point penetration Of inch. SBased upon a minimum point penetration of 15/32 inch. 6Allowable loads are applicable to static and seismic loads in accordance with Section 4.1. 'For steel -to -steel connections designed in accordance with Section 4.1.6 for static loads only, the tabulated allowable load may be increased by a factor of 1.25, and the design strength maybe taken as the tabulated allowable load multiplied by a factor of 2.0. ricin ncviCvv nc,)PV1 G ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 6 of 14 TABLE 3—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMAL -WEIGHT CONCRETE' 2,4 FASTENER DESCRIPTION FASTENER SHANK DIAMETER (inch) MINIMUM EMBEDMENT DEPTH (inches) ALLOWABLE LOADS (Ibf) Concrete Compressive Strength: 2000 psi 4000 psi 6000 psi 8000 psi Load Direction: Tension Shear Tension Shear Tension Shear Tension Shear Shear Tension Shear Universal 3/4 100 125 100 125 105 205 – – 1 165 190 170 225 1103 2803 – – Universal Knurled Shank X U 0.157 11/4 240 310 280 310 180 425 – – 11/2 275 420 325 420 – – – – 3/45 100 155 100 175 105 205 135 205 15 165 220 180 225 150 300 150 215 Smooth Shank X -P 0.157 11/45 240 310 280 310 180 425 – – 1'/25 310 420 – – – – – – For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa. 'Unless otherwise noted, values apply to normal weight cast -in-place concrete. Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2Unless otherwise noted, concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 'This allowable load value for the X -U fastener also applies to normal weight hollow core concrete slabs with f, of 6600 psi and minimum dimensions shown in Figure 7, when installed in accordance with Section 4.2.4. 'The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 and 3, as applicable. 5Applies to fastening of cold -formed steel up to 54 mil thick using the X -P 22, X -P 27, X -P 34 and X -P 40 fasteners, respectively, for the 3/4, 1, 1'/4 and 11/2 inch embedment depths. TABLE 4—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO NORMAL -WEIGHT CONCRETE USING DX-KWIK1'2,3,4 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa. 'X -U Fastener is installed using the DX-KWIK drilled pilot hole installation procedure described in Section 4.2.5. 2Pilot holes must not be drilled until the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 4The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 and 3, as applicable. SHANK MINIMUM FASTENER FASTENER DIAMETER EMBEDMENT ALLOWABLE LOADS (Ibf) DESCRIPTION (inch) (inches) Concrete Compressive Strength: 4,000 psi 6,000 psi Load Direction: Tension Shear Tension Shear Universal X -U 47 P8 w/ 0.157 1'/z 395 405 360 570 Knurled Shank DX-KWIK For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa. 'X -U Fastener is installed using the DX-KWIK drilled pilot hole installation procedure described in Section 4.2.5. 2Pilot holes must not be drilled until the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 4The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 and 3, as applicable. rialI ncvit+vv n=,Pun"G ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 7 of 14 TABLE 5—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO MINIMUM f', = 3000 psi STRUCTURAL SAND -LIGHTWEIGHT CONCRETE WITH OR WITHOUT METAL DECK''' For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa. 'Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2The steel deck profile for the 3 -inch deep composite floor deck panel has a minimum thickness of 0.0359 inch (0.91 mm) and a minimum Fy of 50 ksi and a minimum tensile strength of 65 ksi. Lower and upper flute width must be a minimum of 3'/a inches. Figure 4 shows the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand -lightweight concrete fill above top of steel deck panel must be minimum 3'/4 inches thick. 'The steel deck profile for the 02 -inch deep composite floor deck panel has a minimum thickness of 0.0359 inch (0.91 mm) and a minimum Fy of 33 ksi and a minimum tensile strength of 45 ksi. Lower flute and upper flute widths must be a minimum of 13/4 inch and 31/2 inch, respectively. This deck panel may also be inverted as shown in Figure 6. Figures 5 and 6 show the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand -lightweight concrete fill above top of steel deck panel must be minimum 21/2 inches thick. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 'Minimum allowable spacing parallel to the deck flutes is 5.1 inches. 'The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 and 3, as applicable. 'Applies to fastening of cold -formed steel up to 54 mil thick using the X -P 22, X -P 27, X -P 34 and X -P 40 fasteners, respectively, for the 3/4, 1, 11/4 and 11/2 inch embedment depths. TABLE 6—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY3,10 SHANK MINIMUM FASTENER FASTENER DIAMETER EMBEDMENT ALLOWABLE LOADS (Ibf) DESCRIPTION (inch) (inch) Installed Through Metal Deck Panel into Concretes Fastener Location: Installed into Concrete 3 -inch deep composite floor 11/2 -inch deep composite Grouted CMU Fastener Location: deck pane 12 floor deck pane13 Face Shell4 Mortar Joints Top of Grouted Celle Tension Shear Tension Shear Load Direction: Tension Shear Upper Lower Lower Upper Lower Lower 0.157 1 70 Flute Flute Flute Flute Flute Flute 190 165 240 3/4 125 115 130 95 245 95 95 370 1 205 260 215 155 330 125 125 415 70 105 85 Universal X U 0.157 150 155' 165 240 1,/4 315 435 295 200 375 – – – Knurled Shank 1'/2 425 1 475 400 260 430 – – – 3/4' 155 165 130 105 285 140 130 335 1' 225 300 215 165 340 215 215 385 Smooth Shank X -P 0.157 11/4' 325 445 295 230 375 – 270 465 1'/Z' 425 480 400 330 1 365 1 – – I – For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 psi = 6895 Pa. 'Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2The steel deck profile for the 3 -inch deep composite floor deck panel has a minimum thickness of 0.0359 inch (0.91 mm) and a minimum Fy of 50 ksi and a minimum tensile strength of 65 ksi. Lower and upper flute width must be a minimum of 3'/a inches. Figure 4 shows the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand -lightweight concrete fill above top of steel deck panel must be minimum 3'/4 inches thick. 'The steel deck profile for the 02 -inch deep composite floor deck panel has a minimum thickness of 0.0359 inch (0.91 mm) and a minimum Fy of 33 ksi and a minimum tensile strength of 45 ksi. Lower flute and upper flute widths must be a minimum of 13/4 inch and 31/2 inch, respectively. This deck panel may also be inverted as shown in Figure 6. Figures 5 and 6 show the nominal flute dimensions, fastener locations, and load orientations for the deck panel profile. Sand -lightweight concrete fill above top of steel deck panel must be minimum 21/2 inches thick. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 'Minimum allowable spacing parallel to the deck flutes is 5.1 inches. 'The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.7, as applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.7, Items 2 and 3, as applicable. 'Applies to fastening of cold -formed steel up to 54 mil thick using the X -P 22, X -P 27, X -P 34 and X -P 40 fasteners, respectively, for the 3/4, 1, 11/4 and 11/2 inch embedment depths. TABLE 6—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY3,10 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N 'The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.2.2 of this report. CMUs must be normal weight. Mortar must be Type S. 2The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.2.2 of this report. CMUs must be medium weight. Mortar must be Type S3 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. The fastener must be installed a minimum of 4 inches from the top, bottom and edges of the wall. 'Fastener must be located a minimum of 1 inch from the mortar joints. 51'asteners must not be installed in the head joints. Fasteners installed in the bed joints must be installed a minimum of 8 inches from the end of the wall. Multiple fasteners in a bed joint must be spaced a minimum of 8 inches. 'Unless otherwise noted, shear load direction can be horizontal or vertical along the CMU wall plane. When installed at the intersection of head joint and bed joint (T -joint), the shear load can be applied parallel to the bed joint. When installed away from the T -joint, the shear load direction can be horizontal or vertical along the CMU wall plane. 'Fastener located in center of grouted cell installed vertically. 'Shear load can be in any direction. 10The fasteners listed in the table above may be used for static load conditions and for the seismic load condition described in Item 1 of Section 4.1.7. SHANK MINIMUM FASTENER FASTENER DIAMETER EMBEDMENT ALLOWABLE LOADS (Ibf) DESCRIPTION (inch) DEPTH (inch) Masonry Type: Hollow CMU Grouted CMU Fastener Location: Face Shell4 Mortar Joints Face Shell4 Mortar Joints Top of Grouted Celle Load Direction: Tension Shear' Tension Shear Tension Shear9 Tension Shear6 Tension Shear9 Universal X -U 0.157 1 70 85 25 70 215 210 150 190 165 240 Knurled Shank Smooth Shank X -P 0.157 1 70 105 85 70 150 145 150 155' 165 240 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N 'The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.2.2 of this report. CMUs must be normal weight. Mortar must be Type S. 2The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.2.2 of this report. CMUs must be medium weight. Mortar must be Type S3 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. The fastener must be installed a minimum of 4 inches from the top, bottom and edges of the wall. 'Fastener must be located a minimum of 1 inch from the mortar joints. 51'asteners must not be installed in the head joints. Fasteners installed in the bed joints must be installed a minimum of 8 inches from the end of the wall. Multiple fasteners in a bed joint must be spaced a minimum of 8 inches. 'Unless otherwise noted, shear load direction can be horizontal or vertical along the CMU wall plane. When installed at the intersection of head joint and bed joint (T -joint), the shear load can be applied parallel to the bed joint. When installed away from the T -joint, the shear load direction can be horizontal or vertical along the CMU wall plane. 'Fastener located in center of grouted cell installed vertically. 'Shear load can be in any direction. 10The fasteners listed in the table above may be used for static load conditions and for the seismic load condition described in Item 1 of Section 4.1.7. riaii nCviCvv ncaNviwc ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 8 of 14 Page 19 of 56 TABLE 7—ALLOWABLE LOADS FOR FASTENERS DRIVEN THROUGH THE SHORT LEG OF COLD -FORMED STEEL CLIPS INTO MINIMUM 3/16" BASE STEEL 1,2,3,4,5,6 For SI: 1 inch = 25.4 mm; 1 Ibf = 4.4 N; 1 ksi = 6.9 MPa. 'Allowable load capacities are based on base steel with minimum yield strength (FY) of 36 ksi and minimum tensile strength (F„) of 58 ksi. 2The fasteners must be driven to where the point of the fastener penetrates through the steel base material. 3Allowable load values are for the connection of the cold -formed steel clip to base steel. Evaluation of the cold -formed steel clip itself and the connection of the cold -formed steel clip to the supported cold -formed steel members must be in accordance with ESR -2570. °See Figure 8 for steel clip dimensions. 5See Figure 9 for a depiction of the load orientations. 6The fastener groupings listed in the table above may be used for static load conditions and for the seismic load condition described in Item 1 of Section 4.1.7. The tabulated allowable loads apply to static load conditions. NUMBER OF FASTENERS USED TO ALLOWABLE LOAD ATTACH CLIP TO SUPPORT AND COLD -FORMED HILTI 5 LOAD DIRECTION FOR FASTENER LOCATIONS OF FASTENERS STEEL CLIP TYPE FASTENER GROUP INSTALLED THROUGH THE SHORT LEG (Ibf) OF THE CLIP° 2 Fasteners Tension 765 3 Fasteners Clark Dietrich FCECr"" X -U Tension 1120 - 4 Fasteners Tension 1595 Clark Dietrich FCSCTm and UCECTM Tension 745 2 Fasteners I Shear 1215 Clark Dietrich UCECTM 45 -degree 980 X -U (FCSC) (UCEC) Clark Dietrich FCSCTm and LICECTM Tension 910 3 Fasteners I Shear 1300 Clark Dietrich UCECr"" 45 -degree 1185 (FCSC) (UCEC) 4 Fasteners Clark Dietrich FCSCTm and UCECTM Tension 1225 � # �;�.• Clark Dietrich Shear 1715 LICECTM 45 -degree 1185 FCSC UCEC For SI: 1 inch = 25.4 mm; 1 Ibf = 4.4 N; 1 ksi = 6.9 MPa. 'Allowable load capacities are based on base steel with minimum yield strength (FY) of 36 ksi and minimum tensile strength (F„) of 58 ksi. 2The fasteners must be driven to where the point of the fastener penetrates through the steel base material. 3Allowable load values are for the connection of the cold -formed steel clip to base steel. Evaluation of the cold -formed steel clip itself and the connection of the cold -formed steel clip to the supported cold -formed steel members must be in accordance with ESR -2570. °See Figure 8 for steel clip dimensions. 5See Figure 9 for a depiction of the load orientations. 6The fastener groupings listed in the table above may be used for static load conditions and for the seismic load condition described in Item 1 of Section 4.1.7. The tabulated allowable loads apply to static load conditions. riaii naviCvv naoNvnaC ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 9 of 14 page 26 of 56 FIGURE 1—HILTI X -U FASTENER FIGURE 2—X -U 15 FASTENER FIGURE 3—X -P FASTENER Hilti Power -Driven Fastener 3,000 psi Lightweight Concrete �r ,'Direction of Form Deck shearload Lower Flute Location - on fastener; Upper Flute Location Min. Edge Distance Direction of tension load on fastener 12" 3-7/8" min. 3-7/8" min. 7-1/4" min. FIGURE 4—HILTI FASTENER LOCATION IN 3 -INCH -DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION min. 3-1/4" Y ricin nttviCvv ncaNuiiae ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 10 of 14 Page 2 1 of 56 Hitti Power -Driven Fasteners 3,000 psi Structural Sand- g• Lightweight Concrete \ I I r- 2-1/2" min. Direction of shear load Form Deck Panel — on fastener 7i&" 1-314" 2-112" +— Upper Flute Location Edge Direction of I Distance 3-1.2" Loner Flute Location J tension load on fastener FIGURE 5—HILTI FASTENER LOCATION IN 11/, -INCH -DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION Hitti Power -Driven Fas:��\ 3.000 psi Structural Sand- S Lightweight Concrete � 1~ 1 ! Direction of Form Deck Panel :' I shear Iced 1-314" 1-3,14' 1-112" i onfastener Edge Upper Flute Location Distance + Lager Flute Location Directim of 3-1/2'tension load on fastener i FIGURE 6—HILTI FASTENER LOCATION IN 11/2 -INCH -DEEP COMPOSITE FLOOR DECK PANEL, INVERTED DECK PANEL PROFILE ORIENTATION 2-1 C2" min. h ,. " T.PTy P X•U F:rsterter Locations 00 10-0.0'' .0.0.10.0.0.10.0-0-0.0.0. L f ► , FIGURE 7—HILTI X -U FASTENER LOCATION IN HOLLOW -CORE CONCRETE SLABS ricin nCviCw ncaNviiac ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 11 of 14 Puge 22 of 56 ClarkDietrich FastClip ClarkDietrich FastClip FCSCTm 5'/Z' ,?O" u= NAN F - EC- 6 F� EC -£3 E' FCE":-10 10` FCE-1c' ClarkDietrich Extended FastClip FCECTm 6",8", 10" & 12" ClarkDietrich Uni-Clip EndClip UCECTm 31/2" FIGURE 8—CLARK-DIETRICH COLD -FORMED STEEL CLIP DIMENSIONS (Reference ESR -2570) �N_ REVWS rias ncvivw naaNvuac ESR -2269 I Most Widely Accepted and Trusted Supplemental Information Page 12 of 14 Paytj 25 of 56 Wood Par -el 0106 S Tension Tension Shear 45 -degree 'For FCEC and FCSC clips, tension loads applied perpendicular to the clips at any position along the slot. FIGURE 9—COLD-FORMED STEEL CLIP LOAD ORIENTATIONS FIGURE 10—WOOD STRUCTURAL PANEL DECK ATTACHMENT TO STEEL LEDGER WITH HILTI X -U UNIVERSAL POWDER DRIVEN FASTENER Universol )riven Fastener CarCrete or CMU wall riall nuvluw MIC PVI1JC Supplemental Information ICC -ES Evaluation Report ESR -2269 FBC Supplement Reissued February 2017 Revised August 2017 This report is subject to renewal February 2019. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 03 15 00—Concrete Accessories Section: 03 16 00—Concrete Anchors DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 (800) 879-8000 www.us.hilti.com HNATechn icalServices(&-hi lti.com EVALUATION SUBJECT: HILTI LOW-VELOCITY X -U AND X -U 15 UNIVERSAL FASTENERS AND X -P CONCRETE FASTENERS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Hilti Low -Velocity X -U and X -U 15 Universal and X -P Concrete Powder Driven Fasteners, recognized in ICC -ES master report ESR -2269, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code—Building ■ 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The Hilti Low -Velocity X -U and X -U 15 Universal and X -P Concrete Powder Driven Fasteners, described in Sections 2.0 through 7.0 of the master report ESR -2269, comply with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2012 International Building Code provisions noted in the master report, and the following additional conditions apply: • Design wind loads must be based on Section 1609 of the Florida Building Code—Building or Section 301.2.1 of the Florida Building Code—Residential, as applicable. • Load combinations must be in accordance with Section 1605.2 or Section 1605.3 of the Florida Building Code—Building, as applicable. ICC -FS Evaluation Reports are not to be construed as representing aesthetics or any other attrihutes not specilicaliv addressed, nor are the} to he construed �,` as an endorsement ojthe subject of[he report or a recommendation for its use. There is no warranty by ICC Evahtation Service, LLC cypress or implied, as C=CIA to an_v finding or other matter in this report, or as to any product covered by the report. ¢�taaux l Copyright© 2017 ICC Evaluation Service, LLC. All rights reserved. Page 13 of 14 riaii nCviavv nGaNullac ESR -2269 FBC Supplement I Most Widely Accep%gIft6^W@�)rmation Page 14 of 14 Use of the Hilti Low -Velocity X -U and X -U 15 Universal and X -P Concrete Powder Driven Fasteners has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential under the following conditions. • Design wind loads must be based on Section 1620 of the Florida Building Code—Building, as applicable. • The use of the Hilti Low -Velocity X -U and X -U 15 Universal and X -P Concrete Powder Driven Fasteners as a means of attachment for wood blocking, as defined in Section 2330.1.1 of the Florida Building Code—Building, in a roof assembly in the High -Velocity Hurricane Zone, is prohibited. Attachment of wood structural panel diaphragms to supporting steel framing members, as recognized in the master report, is acceptable. • The fasteners have not been evaluated for use as cast -in-place anchors for compliance with the High -Velocity Hurricane Zone provisions, and this use is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 2017 and revised August 2017. elan rsevlew rtesponse Supplemental Information Page 26 of 36 www.hilti.us Profis Anchor 2.7.7 Company: Page: 1 Specifier: Project: Applewood Address: Sub -Project I Pos. No.: 2018-0026 Phone I Fax: Date: 9/18/2018 E -Mail: Specifier's comments: Hobby Lobby Entrance, Col Base 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] HIT-HY 200 + HAS -E 3/4 hef,act = 7.000 in. (hetlirra = In.) 5.8 ESR -3187 11/1/2016 13/1/2018 Design method ACI 318-08 / Chem eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 15.000 in. x 14.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Square HSS (AISC); (L x W x T) = 8.000 in. x 8.000 in. x 0.500 in. cracked concrete, 3000, fc' = 3,000 psi; h = 36.000 in., Temp. shorUlong: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no o �o Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan X www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force 1 5,143 542 2 5,143 542 3 1,607 542 4 1,607 542 rlan rsevlew nespunse Supplemental Information Page 27 of 36 Profis Anchor 2.7.7 Shear force x Shear force 0 542 0 542 0 542 0 542 max. concrete compressive strain: [%e] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/-2.500): 13,500 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Page: 2 Project: Applewood Sub -Project I Pos. No.: 2018-0026 Date: 9/18/2018 Y 04 03 x 0 Tension 01 02 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC -ES ESR -3187 0 Nsa Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in .2] %ta [Psi] 0.33 72,500 Calculations Nsa [lb] 24,250 Results Nsa [Ib] steel Nsa [lb] Nua [lb] 24,250 0.650 15,762 5,143 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hiiti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Load Nua [lb] Capacity } Nn [lb] Utilization ON = NuJ+ Nn Status Steel Strength* 5,143 15,762 33 OK Bond Strength** 13,500 15,771 86 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 13,500 13,674 99 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC -ES ESR -3187 0 Nsa Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in .2] %ta [Psi] 0.33 72,500 Calculations Nsa [lb] 24,250 Results Nsa [Ib] steel Nsa [lb] Nua [lb] 24,250 0.650 15,762 5,143 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hiiti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan rlan rsevlew rsesponse Supplemental Information Page 28 of 36 www.hilti.us Profis Anchor 2.7.7 Company: Page: 3 Specifier: Project: Applewood Address: Sub -Project I Pos. No.: 2018-0026 Phone I Fax: Date: 9/18/2018 E -Mail: 3.2 Bond Strength _ (_ANa Nag — N.) w ecl,Na W ec2,Na T ed,Na Y cp,Na Nba Nag Nua AN. = see ACI 318-11, Part D.5.5.1, Fig. RD.5.5.1(b) AN.0 — (2 CNa )2 CNa= 10 da T uncr 1100 1 Wec.N,= \1+eN�51.0 CNa W ed,Na = 0.7 + 0.3 (Ca—min :51.0 CNa CN W cp,Na =MAX CL2mna — - 1.0 Cac Cac Nba = X a ' T k,c ' T[ ' da hef ACI 318-11 Eq. (D-19) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-20) ACI 318-11 Eq. (D-21) ACI 318-11 Eq. (D-23) ACI 318-11 Eq. (D-25) ACI 318-11 Eq. (D-27) ACI 318-11 Eq. (D-22) Variables T k,c,uncr [psi] da [In.] haf [in.] f 77 Ca,min [in.] T k,c [psi] 2,261 0.750 7.000 5.500 1,237 ec1,N [In.] ec2,N [In.] ca, [In.] k a 0.000 2.750 10.792 1.000 Calculations) CNa [In.] 1 AN. [in.] 2 AN.0 [in. 1 W ed,Na 10.704 801.78 458.28 0.8541 W ecl,Na W ec2,Na W cp,Na Nba [lb] 1.000 0.796 1.000 20,408 Results Nag [lb] A w bond Nag [lb] Nua [lb] 24,264 0.650 15,771 13,500 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan rlan rtevlew rtesponse Supplemental Information Page 29 of 36 www.hilti.us Profis Anchor 2.7.7 Company: Page: 4 Specifier: Project: Applewood Address: Sub -Project I Pos. No.: 2018-0026 Phone I Fax: Date: 9/18/2018 E -Mail: ANc0 3.3 Concrete Breakout Strength ivcbg ANc N — �ANcO) W ec,N W ed,N W c,N W cp,N b ACI 318-08 E D-5 q' ( ) Ncbg > Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 of ACI 318-08 Eq. (D-6) 1 W ecN - 2 eN < 1.0 (1 ACI 318-08 Eq. (D-9) + \ 3 hef W ed,N = 0.7 + 0.3 (Ce 1.0 1.5hef ACI 318-08 Eq. (D-11) = MArca_min 1.5hef) a 1.0 ACI 318-08 Eq. (D-13) W cp,N `` Cac Cac Nb = kc X �Ffc hef5 ACI 318-08 Eq. (D-7) Variables hef [in.] ec1,N [in.] ec2,N [in.] Ca,min [in.] W c,N 7.000 0.000 2.750 5.500 1.000 cac [in.] kc fc [psi] 10.792 17 1 3,000 Calculations ANc [in.I AN.0 [in -2l W ec1 N W ec2 N W ed,N W cp,N Nb [lb] 792.00 441.00 1.000 0.792 0.857 1.000 17,245 Results Ncbg [lb] concrete Ncbg [lb] Nua [ib] 21,036 0.650 13,674 13,500 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: address: Phone I Fax: E -Mail: 4 Shear load Steel Strength* Steel failure (with lever arm)* Pryout Strength (Concrete Breakout Strength controls)** Concrete edge failure in direction y+* * anchor having the highest loading r-lan rtevlew rtesponse Supplemental Information Page 30 of 36 Page: Project: Sub -Project I Pos. No. Date: Profis Anchor 2.7.7 5 Applewood 2018-0026 9/18/2018 Load Vua [lb] Capacity � V„ [lb] Utilization Rv = Vua4 Vn Status 542 8,730 7 OK N/A N/A N/A N/A 2.170 37,164 6 OK 2,170 11,957 **anchor group (relevant anchors) 4.1 Steel Strength Vsa = (0.6 Ase,v futa) refer to ICC -ES ESR -3187 � Vsteel > Vua ACI 318-08 Eq. (D-2) Variables Ase,y [in .2] fut. [psi] (0.6 Ase,y feta) [lb] 0.33 72,500 14,550 Calculations Vs. [lb] 14,550 Results Vs. [I b] steel Vs. [lb] Vua [II 14,550 0.600 8,730 542 4.2 Pryout Strength (Concrete Breakout Strength controls) 19 OK Vcpg — kcp CO W ec,N W ed,N W c,N W cp,N Nb] ACI 318-08 Eq. (D-31) L(AN Vcpg > Vua ACI 318-08 Eq. (D-2) ANe see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) A= Nc0 of 1 - 2 eN <_ 1.0 W ec N (1 ACI 318-08 Eq. (D-9) + \ 3 hef (L-EL) W ed,N = 0.7 + 0,3 ( Gamin) � 1.0 ACI 318-08 Eq. (D-11) = MAX Ga min 1.5h 5: 1.0 ACI 318-08 Eq. (D-13) W cp,N Cac Cac f Nb = kc X hef5 ACI 318-08 Eq. (D-7) Variables kcp hef [in.] ec1,N [in.] eo2,N [in.] Ca,min [in.] 2 7.000 0.000 0.000 5.500 W c,N Cac [in] ke f [psi] 1.000 10.792 17 1 3,000 Calculations z ANc [In•z ] ANcO [in. ] W ec1,N W ec2,N W ed,N W cp,N Nb [lb] 792.00 441.00 1.000 1.000 0.857 1.000 17,245 Results Vcpg [lb] concrete Vcpg [lb] Vua [lb] 53,092 0.700 37,164 2,170 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan r-lan nevlew rtesponse Supplemental Information Page 31 of 36 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 4.3 Concrete edge failure in direction y+ Vcbg — \Avco AVC/ W ec,V W ed,V W c,V W h,V IV parallel,V Vb ACI 318-08 Eq. (D-22) Vcbg > Vua ACI 318-08 Eq. (D-2) Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) ha [in.] Avco = 4.5 Cat ACI 318-08 Eq. (D-23) 1.000 1 le [in.] W ec,V - (1 + 2eIv <_ 1.0 ACI 318-08 Eq. (D-26) W parallel,V \ 3Cat 1.000 W ed,v = 0.7 + 0.3(1 5Ca1) 1.0 ACI 318-08 Eq. (D-28) Calculations 1.5cat W h,V 1.0 h a ACI 318-08 Eq. (D-29) Vb / 0.2 = (7 \d) ? Cyjs ACI 318-08 Eq. (D-24) Page: Project: Sub -Project I Pos. No.: Date: Variables Cal [in.] Cat [in.] ecy [in.] W c.y ha [in.] 8.000 0.000 1.000 36.000 le [in.] da [in.] fc [psi] W parallel,V 6.000 1.000 0.750 3,000 1.000 Calculations Avc [in.I Avco [in.2] W ec,v W ed,v IV h,V Vb [lb] 432.00 288.00 1.000 1.000 1.000 11,388 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 17,082 0.700 11,957 2,170 5 Combined tension and shear loads ON Rv Utilization (3N,V [%] Status 0.987 0.181 1.000 98 OK RNV= (ON + PV) /1.2-1 6 Warnings Profis Anchor 2.7.7 6 Applewood 2018-0026 9/18/2018 • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The (1) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan rlan rtevlew rsesponse Supplemental Information Page 32 of 36 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 7 Installation data Page: Project: Sub -Project I Pos. No Date: Profis Anchor 2.7.7 7 Applewood 2018-0026 9/18/2018 Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HAS -E 3/4 Profile: Square HSS (AISC); 8.000 x 8.000 x 0.500 in. Installation torque: 1,200.002 in.lb Hole diameter in the fixture: df = 0.813 in. Hole diameter in the base material: 0.875 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 7.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 8.750 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer Compressed air with required accessories Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole Torque wrench • Proper diameter wire brush Y 7 rnn 7-500 Coordinates Anchor in. Anchor x Y c.x c+x c -y c+y 1 -6.000 0 0 - 5.500 18.500 2 6.000 -5.000 - 5.500 18.500 04 6.000 5.500 - 16.000 8.000 4 -6.000 5.500 - 16.000 0 0 0 0 0 0 0 0 r` 1 0 0 0 N 1.500 12.000 1.500 Coordinates Anchor in. Anchor x Y c.x c+x c -y c+y 1 -6.000 -5.000 - 5.500 18.500 2 6.000 -5.000 - 5.500 18.500 3 6.000 5.500 - 16.000 8.000 4 -6.000 5.500 - 16.000 8.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan �x rlan review response Supplemental Information Page 33 of 36 www_hilti_us Profis Anchor 2.7.7 Company: Page: 8 Specifier: Project: Applewood Address: Sub -Project I Pos. No.: 2018-0026 Phone I Fax: Date: 9/18/2018 E -Mail: 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Flail nCVICvv nCJpullcC Supplemental Information Page 34 of 36 I E3 COLUMN RE: PLAN —� 16 1/4 PROVIDE (1) #5 x el 4.0 REPLACE SLAB OVER (E) AROUND COLUMN, CENTER I WALL RE: 8 IN SLAB7' 4.0 e MIN. I" THICK GROUT PAD I CHIP DOWN T.O. WALL (IF REO -D) �� 1 #3 HAIRPIN DRILLED 8 TO S" BLW T.O. 5LA5 EPDXIED w/ HILTI HIT -H-1200 A/ 4" MIN EMBED, @ 24" ox - 5/4" THREADED ROD, ANCHORED [ji VERTICALLY DOWN (E) WALL A/ HILTI HIT-HY 200, w/ MIN. l" B (I) INTO FTG 0 EMBED, CENTERED IN EXT& WALL 5 5/4" THREADED ROD, GA5T IN (E) 12" THICK FDN WALL, HEIGHT I PLACE w/ DBL NUT 8 WASHER, VARIES A w/ 5" EMBED INTO PILA5TER WIRE BRU5H BOT. OF EXT& FTG 2'-2" x I' -O" PILASTER. RE:16 4.0 TO REMOVE L005E DEBRIS 1 1! I' -O" (N) UNDERPIN FOOTING, t (5) #5 VERT 5AR5 w/ 5TD CENTERED UNDER COLUMN HOOK, ALTERNATE DIRECTION DIM5 6 REINF. RE: PLAN I OF HOOK, CENTER IN PILASTER • —•— �• ' —•— • UNDERPIN FTG & PILASTER @ HSS COL. 5/4" = 1'-0 C 'RIGHT 2018 BY ASCENT GROUP, INC. STRUCTURAL ENOINEERINO 6707 Winchester Circle, Su,te 100 Boulder. C0 80301 303.499.3022 fax 499 . 3 0 3 2 Applewood Village 3600 Youngfield St Wheat Ridge, CO RC -2 PROJECT NUMBER 2018-0026 DATE 9/19/18 ASCEMV; STRUCTURAL ENGINEERING WW W. AS CENT C R P. COM riwi nuvitzm nvbpuiicC Supplemental Information Page 35 of 36 Job No. - ZC) if — C, Date Page --� Project �VIPLZ--LA0 L', C-, By C Wk Subject 5-7- f�Z E cs, 1DQL - t'' A C- Hb � 6 is qLt 7— �LTtt NA Are - C -'CC CC --r> Z - L9 -T c 4kj:-55 —�--� C (.Iq 17- . ,��, 7- 2. BOULDER2 ccs E R DENVER WINTER PARK I- ,-- -17 ASCENTE STRUCTURAL. ENGINEERING WWW. AS C ENTCR P.COM riaii ncvicvv nCaNuwaa Supplemental Information Page 36 of 36 Job No. 2c�1 - coo?-� Date__ Page Z �� Project Aff-ur,(")o &C) By'� Ch'k Subject—�015,r- C-- �A-�',qc��T 31`'Q s csw� �r1 d� "CfC�©45st'�� &-9-Z`,nZ- �, i'T `l eP BOULDER DENVER WINTER PARK LETTER OF TRANSMITTAL a0 1 KO I '�� November 8, 2018 To: Wheat Ridge Building & Inspections Department 7500 W 29`h Ave, 2nd Floor Wheat Ridge, CO 80033 303-235-2855 Request for Application Extension The plans for a HomeGood's tenant finish out at 3600 Youngfield Street were approved June 29, 2018. TJX will not be able to start construction until May 2019 due to landlord delays. Please accept this request to extend the application of the HomeGood's tenant finish out until May 2019. Feel free to contact me with any questions or concerns. Sincerely, Tiffany Chalupa Entitlements Studio Lead tiffany@roguearchitects.com 817-529-6853 City of Wheat Ridge Commercial Demolition PERMIT - 201802765 PERMIT NO: 201802765 ISSUED: 10/16/2018 JOB ADDRESS: 3600 Youngfield St EXPIRES: 10/16/2019 JOB DESCRIPTION: Deconstruction of the interior of an existing retail store. Also the deconstruction of the facade and existing entries to accommodate new retail storefronts to be constructed under future building permits under review. *** CONTACTS *** OWNER U S RETAIL PARTNERS LLC GC (303)238-7900 Todd Guthrie 180219 W.E. O'Neil Construction SUB (303)920-3366 Jacob Olivas 090488 American Demolition Inc. *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: B / Business SUBDIVISION CODE: 320 / Discount Stores/Big Boxes/Supe BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 525,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, app licableiuilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. 1 further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. XL _) � cI1 l� CJ ( S Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shallexpire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apph_e c code or anyp�dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat j __ dge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(u)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: k/ / f / / Plan/Permit #A g �? 11) 1 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3600 Youngfield St., Wheat Ridge, CO 80033 Property Owner (please print): Regency Centers (Tom Metzger) Phone: 303-300-5335 Property Owner Email: TomMetzger@regencycenters.com Tenant (Commercial Projects Only) N/A Property Owner Mailing Address: (if different than property address) Address: 8480 EAst Orchard Road, Suite 6900 State. ZiD: Greenwood Village, CO 80111 Architect/Engineer: Naos (William Ansteth) Architect/Engineer E-mail: DickA@naosdg.com Contractor: W. E. O'Neil Construction Co. of CO City of Wheat Ridge License #: 180219 Contractor E-mail Address: dolson@weoneil.com For Plan Review Questions & Comments (please print): Phone: 303-759-5777 Phone: 303-238-7900 CONTACT NAME (please print): David Olson Phone: 720-530-0586 CONTACT EMAIL(p/ease print): dolson@weoneil.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: N/A W.R. City License # N/A W.R. City License # N/A W.R. City License # Other City Licensed Sub: C 11nJ i) ,� of j % Oy✓ Other City Licensed Sub: City License # Dc$ U y r� C r City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Deconstruction of the Interior of an Existing Retail Store and Also the Deconstruction of the Facade and existing Entry's to accommodate new Retail storefronts to be constructed under future Building permit currently under review. Commercial Projects Only: Occupancy Type: M Construction Type: 11-B Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 525,000 OVI:NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application, that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (COVTRACTOR) orr"dLM0RIZED REPRESE_,YT,,4 of (ORNER T '��O�ti TRACTOR) - Signature (first and last name): ' eS%— DATE: 10/15/2018 Printed Name: David Olson ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS. Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: �iGiti'Da74 S -_Envir Foothills Environmental, Inc. ' Industrial Hygiene, Safety & Environmental Services ASBESTOS MATERIAL SURVEY Former Walmart 3600 Youngfield Street Wheat Ridge, Colorado 80033 Prepared for: Regency Centers ATTN: Tom Metzger Senior Property Manager 8480 East Orchard Road, Suite 6900 Greenwood Village, Colorado 80111 Prepared by: Foothills Environmental, Inc. 11099 W. Ste Avenue Lakewood CO, 80215 DATE: 10/4/17 FEI Project 4 AS 17237 City of heat R,a9e ACRONYMS ACM ACBM AIHA CDPHE CMU EPA OSHA NVLP PLM PACM TEM VSF Asbestos Containing Material Asbestos Containing Building Material American Industrial Hygiene Association Colorado Department of Public Health and Environment Concrete Masonry Unit United States Environmental Protection Agency Occupational Safety and Health Administration National Voluntary Laboratory Accreditation Program Polarized Light Microscopy Presumed Asbestos Containing Material Transmission Electron Microscopy Vinyl Sheet Flooring TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY................................................................................................ 1 1.1 REGULATED ASBESTOS CONTAINING MATERIALS REQUIRING REMOVAL PRIOR TO DEMOLITION................................................................................................................................ 1 1.2 INTRODUCTION................................................................................................................ 1 1.3 SCOPE OF WORK............................................................................................................ 1 1.4 STANDARD BULK SAMPLING AND ANALYTICAL PROCEDURES ....................................... 2 1.5 BUILDING DESCRIPTION.................................................................................................. 2 1.6 ASBESTOS CONTAINING MATERIAL (ACM) LOCATION SUMMARY ................................. 2 1.6.1 Statement of Inaccessibility and Presumed ACM ............................................... 2 2.0 BULK SAMPLE INSPECTION SUMMARY................................................................ 2 2.1 SUSPECT MATERIALS..................................................................................................... 3 2. 1.1 Homogenous Suspect Surfacing Materials.......................................................... 3 2.1.2 Homogenous Suspect Thermal System Insulation Materials ........................... 3 2.1.3 Homogenous Suspect Miscellaneous Materials ................................................. 3 2.1.4 Non-RACM Asbestos Containing Materials (ACM) Greater Than 1% ............ 3 2.1.5 Materials Containing Less Than I% Asbestos .................................................... 3 3.0 ASBESTOS RECOMMENDED ACTIONS.................................................................. 5 3.1 GENERAL RECOMMENDATIONS...................................................................................... 5 3.2 OTHER REGULATIONS..................................................................................................... 5 4.0 LIMITATIONS...................................................................................................................6 Appendix A - Lab Results Appendix B - Exhibits Appendix C - Certifications F, City °{ , 0%eat Rita,3e 1.0 EXECUTIVE SUMMARY The bulk sampling of suspect concrete masonry unit (CMU) block filler material was conducted to identify any asbestos content in the block filler material before a proposed renovation of the former Walmart facility located at 3600 Youngfield Street in Wheat Ridge, CO. The Environmental Protection Agency (EPA) defines ACM as a material containing greater than 1% asbestos. Only non -friable CMU block filler materials were sampled for this report. A friable material is a material that when dry may be crumbled, pulverized, or reduced to powder by hand pressure. Because friable materials are more easily damaged and more likely to release fibers into the air, they are of greater concern than non -friable ACM. Random bulk samples were collected of suspect CMU block filler building materials. This asbestos inspection was in general accordance to the guidelines published as the Environmental Protection Agency's Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 or in compliance with 40 CFR, Part 763 and the Colorado Department of Public Health and Environment (CDPHE) Regulation #8. 1.1 Regulated Asbestos Containing Materials Requiring Removal Prior to Demolition Regulated Asbestos -Containing Material (RACM) means (a) friable asbestos -containing material, (b) Category I non -friable ACM that has become friable, (c) Category I non -friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II non -friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. RACM ACM Description Condition Type /Friable or Non -Friable Analytical Result Approx. Quantity Homogenous Area(s) CMU block filler Good Misc. / non- friable 3% chrysotile 29,000 sf •Interior CMU wall coatings 1.2 Introduction At your request, on September 22nd, 2017, Foothills Environmental Inc. (FEI) conducted an asbestos survey of suspect block filler materials that may be impacted during a planned renovation of the commercial property located at 3600 Youngfield Street in Wheat Ridge, CO. Mr. Mr. Lyle Ardourel, asbestos inspector certified by the Asbestos Hazard Emergency Response Act (AHERA) and the Colorado Department of Public Health & Environment (CDPHE), conducted the asbestos survey. Reservoirs Environmental, Inc. an independent laboratory accredited by the National Voluntary Accreditation Program (NVLAP) and the American Industrial Hygiene Association (AIHA) analyzed the samples utilizing Polarized Light Microscopy (PLM). 1.3 Scope of Work The combined goals of sampling and visual assessments were to: 1. Identify asbestos -containing material (ACM) at the building and document the location, condition, friability and quantity of each identified material. 2. Make appropriate recommendations on how to approach each material identified as an ACM prior to demolition or renovation. 1 Foothills Environmental, Inc. 11099 W. 8`r Ave. Lakewood, CO 80215 (303) 232-2660 3. Coordinate sample data information, observations obtained from the site visits, conclusions and recommendations into a report form. 1.4 Standard Bulk Sampling and Analytical Procedures Bulk samples collected were analyzed utilizing the Environmental Protection Agency's Interim Method for the Detection of Asbestos in Bulk Insulation Samples (EPA 600/M4-82020, June 1993) and the McCrone Research Institute's The Asbestos Particle Atlas as method reference. For the purpose of this report, any material containing greater than one percent asbestos is considered asbestos containing material (ACM). 1.5 Building Description 3600 Youngfield Street is a one story 137,099 sq. ft. commercial building supported by a slab on grade foundation, Exterior wall consist of brick and CMU blocks. The original construction date was 1970. The facility is a former Walmart retail store. The original interior walls were constructed of gypsum panels with joint compound on wood and steel stud framing. Interior floor finishes consist of, various vinyl tiles and concrete. There has been at least one renovation to the building 1.6 Asbestos Containing Material (ACM) Location Summary The following sections summarize the survey findings and analytical results for suspect ACM sampled at the subject site. ACM summary tables shown have been prepared for each general sample location: floors, walls, ceilings, etc. These tables are organized to show the material analyzed, its asbestos content, and sample location. Representative samples of suspect materials were sent to an accredited laboratory for analysis. 1.6.1 Statement of Inaccessibility and Presumed ACM Accessible areas of the building were inspected for ACM. FEI did not inspect underground utilities. Suspect materials located in these areas should be assumed asbestos containing until sample collection and subsequent analysis prove otherwise. Asphaltic roofing materials were not sampled as part of this inspection and should be considered to be asbestos containing until sampling and analysis proves otherwise. 2.0 BULK SAMPLE INSPECTION SUMMARY Homogeneous Suspect Materials A homogeneous sampling area contains material that is uniform in texture, color, date of application, and appears identical in every other respect. Materials installed at different times belong to separate homogeneous sampling areas. If there is any reason to suspect that materials might be different even though they appear uniform, FEI will assign them to separate homogeneous sampling areas. For example, materials in different wings of a building on different floors, or in remodeled areas, could be assigned to separate homogeneous sampling areas unless there is a good reason to believe that the material is identical throughout. City of Wheat Ride K:Q� 2 Foothills Environmental, Inc. 11099 W. 8`h Ave. Lakewood, CO 80215 (303) 232-2660 2.1 Suspect Materials 2.1.1 Homogenous Suspect Surfacing Materials • Not included in this report 2.1.2 Homogenous Suspect Thermal System Insulation Materials • Not included in this report 2.1.3 Homogenous Suspect Miscellaneous Materials • Block filler coatings 2.1.4 Non-RACM Asbestos Containing Materials (ACM) Greater Than I'Vo • Not included in this report 2.1.5 Materials Containing Less Than 1% Asbestos • Not included in this report 3 Foothills Environmental, Inc. 11099 W. 81' Ave. Lakewood, CO 80215 (303) 232-2660 .`.D e� .y O 4-. "O U U 0 U a ai N cz E C a� th �3 0 w 'O City of Wheat Ridge uilding Diviso I 0 N C aS C o 0 o c o 0 0 0 0 0 0 0 Na A x � w + 0 i fl+ CC O N C L' O U 0 b � � .7 3 a L o w w❑ ai 0 `0 0 10 L C a 0 o. U U U U V U U U U A❑ a g 0 0 00 q o❑ 0 a 0 a 0 0 r 0 r- 0 R 00 r C to C ou G eq C C C C = to C ato ap G oA C = C C6 C L O O O O L O O O O O O U U U U U U U U U U U U O O O O O2 O O O O O O G7 N M 'T Z U U U U U U U U U U U M N M N M N M N M N M N M N M N M N M N M N M N CY N 'O City of Wheat Ridge uilding Diviso I 3.0 ASBESTOS RECOMMENDED ACTIONS Any asbestos -containing material (greater than 1% asbestos) that is friable or will be made friable during demolition activities in any area must be removed prior to demolition. Removal, in accordance with the Colorado Department of Public Health and Environment's Regulation No. 8, is required if the amount of asbestos -containing material (greater than 1% asbestos) that is friable or will be made friable during renovation or demolition activities exceeds the trigger levels of 160 linear feet on piping or 260 square feet on other surfaces or the volume equivalent of a 55 -gallon drum. Friable means that the material, when dry may be crumbled, pulverized, or reduced to powder by hand pressure. Requirements set forth in the Occupational Safety and Health Administration's Construction Asbestos Standard, 29 CFR 1926.1101 must also be followed when handling asbestos containing material. The National Emission Standard for Hazardous Air Pollutants (NESHAP) regulations set forth by the U.S. Environmental Protection Agency control asbestos emissions from renovation and demolition activities. The Occupational Safety and Health Administration (OSHA) Construction Asbestos Standard 29 CFR 1926.1101 contains work practice and engineering control requirements and prohibitions that must be observed regardless of the percentage of asbestos in the installed construction materials. The standard also has exposure -based requirements consisting of a 0.1 fiber/cc 8 hour Time Weighted Average (TWA) Personal Exposure Limit (PEL) and a 1 fiber/cc 30 -minute excursion limit. OSHA -asbestos definition. The one percent cut off is consistent with the definition of an Asbestos containing Material (ACM) under the asbestos National Emission Standards for Hazardous Air Pollutants (NESHAP). However, the OSHA standard has a definition for both "asbestos" and "asbestos -containing materials." The definition of asbestos does not have a one percent cut off, therefore, asbestos that is present in percentages less than one percent continues to be covered by the OSHA standard, 29 CFR 1926.1101. Work operations conducted in areas where the asbestos or asbestos product is below one percent is an "unclassified" operation. The employer still must follow the requirements in paragraphs (g)(1) [except (g)(1)(i)], (g)(2) and (g)(3) that describe engineering and work practice controls operation as well as prohibitions that must be observed regardless of the percentage of asbestos in the installed construction materials. The standard also has exposure -based requirements consisting of a 0.1 fiber/ cc 8 hour Time Weighted Average (TWA) Personal Exposure Limit (PEL) and a 1 fiber/ cc 30 -minute excursion limit. 3.1 General Recommendations CMU block fillers are a chalky first (primer) coating applied to the CMU's to fill the pits and voids of the blocks prior to finish coatings being applied. The CMU block filler coatings are classified as non -friable as long as the block filler compounds remain painted and in good condition. If the block filler compounds are damaged by cutting, chipping drilling, sanding etc., or damaged by the weather, water or fire, the block filler compounds could become friable and release fibers. Block filler compounds must be removed by asbestos certified personnel prior to building demolition or renovation. 3.2 Other Regulations Any vehicle used to transport ACM waste must have identifying markings during loading and unloading, and all containers of ACM waste must be labeled with the name of the waste generator as well as the location from which it is coming. 5 Foothills Environmental, Inc. 11099 W. 8ih Ave. Lakewood, CO 80215 (303) 232-2660 4.0 LIMITATIONS This report describes the installed locations and conditions of ACM identified in the facility during the inspection. FEI represents that our services are performed within the limits prescribed by applicable regulations and in a manner consistent with the level of care and skill ordinarily exercised by other professional consultants under similar circumstances. No other representation is made to the client, expressed or implied, and no warranty or guarantee is included or intended. This document is not intended to be used as a bid document for the removal, repair, encapsulation, enclosure, or Operations and Maintenance (O&M) of asbestos containing materials. Foothills Environmental, Inc. can prepare asbestos abatement specifications, scope of work, project design, and bid documents for this project at the clients' request. This document describes the locations and conditions of ACM identified in the facility during the inspection. This report is limited to the scope of work identified in this report and should not be construed to represent anything outside the scope of work. Prepared by: Reviewed by: /17) Lyle Ardourel CDPHE Asbestos Inspector #5095 city of Wheat Ridge 6Builtlm9 Foothills Environmental, Inc. 11099 W. 8`h Ave. Lakewood, CO 80215 (303) 232-2660 Appendix A Lab Results Foothills Enviromnental, Inc. 11099 W. 8t° Ave. Lakewood CO 80215 (303) 232-2660 Reservoirs Environmental, Inc. Effective January 1, 2015 Reservoirs Environmental QA Manual T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RT B Reservoirs Environmental, Inc. September 28, 2017 Subcontract Number: NA Laboratory Report: RES 390425-1 Project # / P.O. # AS17237 Project Description: 3600 Youngfield Lyle Ardourel Foothills Environmental, Inc. (Lakewood) 11099 W. 8th Avenue Lakewood CO 80215 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 390425-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Q j+�hrOi2 t_— -5 to for Jeanne Spencer President City of Wheat Ridge P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 1-866-RESI-ENV IF 303-477-4275 w .reilab.com Page 1 of 1 U Z_ J LQ r Z W G Z O Z W N W U) W w CfIf Y_ m O Q a) O t n � n CD o 'D N N r a) 04 co CD N 01 N cm >. 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O r Q V e• �- r r r r r N N N N N N N N N N M M M M M M M M M M Q e} Appendix B Exhibits Foothills Environmental, Inc. 11099 W. 81 Ave. Lakewood CO 80215 (303) 232-2660 0 c m c � Mo a� c O c O J J E J (6 N O U Q E 2 E U Q CO u u ii 4 City of Wheat Ridge Sample No. — 237 -CMU -1 PLM Result — 3% chrysotile Sample No. — 237 -CMU -2 PLM Result — Non -Detect Sample No. — 237 -CMU -3 PLM Result — Non -Detect Sample No. — 237-CMU4 PLM Result — Non -Detect Sample No. — 237 -CMU -5 PLM Result — Non -Detect Sample No. — 237 -CMU -6 PLM Result — 3% chrysotile Sample No. — 237 -CMU -7 PLM Result — less than 0.25% chrysotile Sample No. — 237 -CMU -8 PLM Result — Non -Detect Sample No. — 237 -CMU -9 PLM Result — Non -Detect J MI Sample No. — 237 -CMU -10 PLM Result — Non -Detect L� Sample No. — 237 -CMU -11 PLM Result — Non -Detect Sample No. — 237 -CMU -12 PLM Result — Non -Detect �"'1 City of Wtieat Ridge Appendix C Certifications Foothills Environmental, Inc. 11099 W. 8' Ave. Lakewood CO 80215 (303) 232-2660 Aim Y, This certificate is valid only with the possession of a current Division -approved training course certification pres L in the discipline specified above. 'qth,,,,,W APCDTntaltive SEAL Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* a U, This certifies that Sq Lyle Ardourel Certification No.: 5095 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: January 26, 2017 Expires: January 28, 2018 Y, This certificate is valid only with the possession of a current Division -approved training course certification pres L in the discipline specified above. 'qth,,,,,W APCDTntaltive SEAL m C) m C; n 0 v O O c m a U) � � CD N v o CD CD yq X CD c W W S co): D A = 0-) D o 9; Q 0 C la CD CD 0 ,D U) D N `4 �°' all m _;o r CD A CD M o M rn r-Fo cn m T N ® p "h � � y ©37 (D Q X 0 O n' b cn � � -� o Lt � 1 L O0 id: ;z °° h m o 0 1' O rn ;o CD A Q C" ' City of Wheat Pi c sv 0 � i7 yq X CD c W W S co): o p = 0-) D o 9; 0 C Q im r 0 O N ' City of Wheat Pi �0ISO c� 7 tjs <:010 Cardno° ATC Shaping the Future LIMITED ASBESTOS -CONTAINING BUILDING MATERIALS SURVEY Wal-Mart #1208 3600 Youngfield Street Wheat Ridge, Colorado 80033 Cardno ATC Project Number: Z035000191 Prepared for: Ms. Machelle Terrill Remodel Design Manager Sam M. Walton Development Complex 2001 Southeast 10th Street Bentonville, AR 72716-0550 cs�.V Of August 26, 2015 R1 6" www.cardno.com Cardno ATC Shaping the Future August 26, 2015 Ms. Machelle Terrill Remodel Design Manager Sam M. Walton Development Complex 2001 Southeast 10h Street Bentonville, AR 72716-0550 Re: Limited Asbestos -Containing Building Materials Survey Wal-Mart #1208 3600 Youngfield Street Wheat Ridge, Colorado 80033 Cardno ATC Project Number: Z035000191 Dear Ms. Terrill: Cardno ATC is pleased to submit the attached Limited Asbestos -Containing Building Materials Survey report for the above -referenced site. This report includes the procedures and methodologies, analytical laboratory results, and applicable conclusions and recommendations. Executive Summary: Cardno ATC collected forty-six (46) bulk samples of building materials in the interior areas of the building on August 18, 2015. The bulk samples were analyzed by polarized light microscopy (PLM) at Cardno ATC's Centennial, Colorado Analytical Laboratory. The bulk sample results indicate that asbestos was not detected in the building materials sampled. Cardno ATC appreciates the opportunity to perform these services for Wal-Mart Stores, Inc. and we look forward to working with you in the future. If you have questions or comments regarding the information in this report or if we can be of further assistance please contact the Cardno ATC Centennial, Colorado office at (303) 779-6100. Sincerely, Cardno ATC Todd Anderson State Certified Inspector; Cert. #2157 For Cardno ATC Direct Line + 1 303 799 6100 Email: joseph.anderson(a,cardno.com Brad Jinkins, P.G., LEED AP Practice Group Leader For Cardno ATC Direct Line + 1 205 733 8775 Email: brad. jinkins(&cardno.com �� Cardno` ATC Shaping the Future TABLE OF CONTENTS LETTER OF TRANSMITTAL.........................................................................................i 1.0 PURPOSE AND SCOPE OF SERVICES.................................................................... 1 2.0 GENERAL SITE CONDITIONS.................................................................................. 2 3.0 REGULATORY STANDARDS.................................................................................... 3 3.1 Asbestos Regulations............................................................................................. 3 4.0 LIMITED ASBESTOS -CONTAINING MATERIAL SURVEY .............................. 4 4.1 Homogeneous Areas.............................................................................................. 4 4.2 Hazard Assessment Factors.................................................................................. 4 4.3 Sampling Strategy.................................................................................................. 5 4.4 Suspect Asbestos -Containing Material................................................................ 7 4.5 Laboratory Analytical Results............................................................................. 8 5.0 RECOMMENDATIONS AND CONCLUSIONS.....................................................10 6.0 ASSUMPTIONS AND LIMITATIONS.....................................................................11 APPENDICES APPENDIX A: ACM LABORATORY ANALYTICAL RESULTS APPENDIX B: INSPECTOR AND LABORATORY ACCREDITATIONS APPENDIX C: SAMPLE LOCATION DRAWING www.cardno.com �� Cardno ATC Shaping the Future LIMITED ASBESTOS -CONTAINING BUILDING MATERIALS SURVEY Wal-Mart #1208 3600 Youngfield Street Wheat Ridge, Colorado 80033 Cardno ATC Project Number: Z035000191 1.0 PURPOSE AND SCOPE OF SERVICES The purpose of this project was to conduct a Limited Asbestos -Containing Building Materials (ACBM) survey of the Wal-Mart #1208 located at 3600 Youngfield St., Wheat Ridge, Colorado, hereinafter referred to as the site, to assist Wal-Mart Stores, Inc. (the client) with these issues as they pertain to the proposed renovation/demolition of the interior of the building. Cardno ATC provided the services as outlined below: Conduct a representative asbestos survey in the identified building areas, which includes the following: 1. Review existing asbestos reports for the building areas, if provided. 2. Survey all of the interior areas of the store. 3. Identify accessible suspect ACBMs using Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) protocols. 4. Collect and analyze bulk samples of suspect friable and non -friable materials to eliminate suspect materials as asbestos containing. 5. Quantify ACBMs, including material condition and location. �� Cardno� ATC Shaping the Future 2.0 GENERAL SITE CONDITIONS The Wal-Mart #1208 limited survey included all of the interior areas of the store as defined on the drawings provided by Wal-Mart. The store is a single -story building comprised of interior finishes that include floor tile, ceramic tile, drywall/joint compound, texture, vinyl flooring, ceiling tiles, cove base, wood, metal, concrete block and concrete. city of �4%�13t triad. P: Car-dno" ATC Shaping the Future 3.0 REGULATORY STANDARDS 3.1 Asbestos Regulations The Occupational Safety and Health Administration (OSHA) and the United States Environmental Protection Agency (USEPA) regulate airborne levels of asbestos fibers. These governmental agencies have promulgated standards for permissible airborne concentrations of asbestos fibers and specific requirements for repair and abatement. The laws are designed to protect the worker (OSHA) and the general environment (USEPA). In addition, each state may have adopted its own requirements, which may be more stringent than those called for by OSHA or the USEPA. OSHA established an asbestos general industry standard in 1971, primarily directed toward industrial applications (29 CFR 1910.1001). In response to the growing asbestos abatement industry and the additional concern regarding asbestos exposure, a standard for the construction industry (29 CFR 1926.58) became effective on July 21, 1986. These standards specifically outline asbestos removal procedures, respirator selection and fit testing, air sampling, the analysis of asbestos air samples, and employee protection from exposure to airborne asbestos fibers. The standards included a time -weighted average (TWA) permissible exposure limit (PEL) of 0.2 fibers per cubic centimeter of air (f/cc), and a short-term excursion limit of 1.0 f/cc. Concentrations above these levels require specific employer -initiated activities such as instituting a respiratory protection program and medical surveillance for exposed employees. OSHA changed these standards in October, 1994 to include the reduction of the PEL for an 8 -hour TWA to 0.1 f/cc in its revised construction industry standard of 29 CFR 1926.1101 and the revised general industry standard 29 CFR 1910.1001. These revisions also specify that building owners are now required to communicate to employees, subcontractors, and tenants the location and quantity of asbestos -containing materials (ACMs) identified in this survey. The USEPA has also published a "visible emissions" standard under the National Emission Standard for Hazardous Air Pollutants (NESHAP, 40 CFR 61.140). The standard also regulates specific procedures for notification for renovation and demolition projects, and land disposal of ACMs. 3 C"7) Gar-,dno� ATG Shaping the Future 4.0 LIMITED ASBESTOS -CONTAINING MATERIAL SURVEY Cardno ATC representative, Mr. Todd Anderson, Colorado Department of Public Health and Environment (CDPHE)-licensed Asbestos Building Inspector (Certification Number 2157), conducted the asbestos survey of the interior areas of the building on August 18, 2015. The scope of the Limited Asbestos -Containing Building Materials Survey included the suspect finishes of the interior areas of the store. The building areas were visually inspected for the presence of building materials that are suspected to contain asbestos. Bulk samples of identified suspect ACBMs were collected and placed into individual containers for transport to a National Voluntary Laboratory Accreditation Program (NVLAP)/American Industrial Hygiene Association (AIHA)- accredited laboratory for analysis. Materials visibly identified as non -asbestos (fibrous glass, foam rubber, wood, etc.) were not sampled. The asbestos survey consisted of three basic procedures: 1) conducting a visual inspection of the structures; 2) identifying homogeneous areas (HAs) of suspect surfacing, thermal system insulation, and miscellaneous materials; and 3) sampling accessible, friable and non -friable suspect materials. 4.1 Homogeneous Areas Prior to collecting any samples, HAs were identified and listed to develop a sampling strategy. A homogeneous sampling area can be described as one or more areas of material that are similar in appearance and texture and that have the same installation date and function. The actual number of samples collected from each homogeneous sampling area may vary, based on the type of material and the professional judgment of the inspector. 4.2 Hazard Assessment Factors From the list of suspect homogeneous materials, a physical assessment was performed for each material on the list. A physical assessment includes evaluating the condition, assessing the potential for disturbance, and determining the friability of each material. Friability is a term used to describe the ease in which a building material inherently lends itself to disturbance. By definition, "friable" materials are tho that can be crumbled or reduced to powder by hand pressure when dry. Each material on the list was further cl Alod into one of ,f. three categories, which have specific sampling requirements for each category. e`'�d�� tiro 4 Coo-') Car-dno ATC Shaping the Future Surfacing Materials: Refers to spray -applied or troweled surfaces such as plaster ceilings and walls, fireproofing, textured paints, textured plasters, and spray -applied acoustical surfaces. Thermal System Insulation: Refers to insulation used to inhibit heat gain or loss on pipes, boilers, tanks, ducts, and various other building components. Miscellaneous Materials: Refers to friable and non -friable products and materials that do not fit in any of the above two categories such as resilient floor covering, baseboards, mastics, adhesives, roofing material, caulking, glazing, and siding. This category also contains wallboard and ceiling tile. Suspect ACMs were then assessed by their condition as good, damaged, or significantly damaged per Title 40 Code of Federal Regulations Part 763. Observed material with localized significant damage was also assessed as damaged. 4.3 Sampling Strategy The asbestos inspection was conducted in general accordance with the EPA Asbestos Hazard Emergency Response Act (AHERA) protocol and American Standard for Testing and Materials (ASTM) Standard E2356. Sample collection depends on the category that the HA falls into and the amount of material present, as follows: AHERA GUIDELINES FOR DETERMINING THE NUMBER OF SAMPLES TO TAKE HA CATEGORY HA SIZE SAMPLES REQUIRED Surfacing Materials <1,000 SF 3 1,000-5,000 SF 5 >5,000 SF 7 or more Thermal System Insulation No Stipulation 3+ (Must also sample all repair patches) Miscellaneous Materials No Stipulation Per AHERA, these materials must be sampled "in a manner sufficient to determine whether or not they contain asbestos" typically 1-3 samples based upon inspector judgment. If the analytical results indicated that all the samples collected per HA did not contain asbestos, then the HA (material) would be considered a non-ACBM. However, if the analytical results of one or more of the samples collected per HA indicate that asbestos is present in quantities of greater than 1 percent asbestos by calibrated visual estimation (as defined by EPA), all of the HA (material) would be treated as an ACBM regardless of any other analytical results. Material, which can visually be determined to be non -asbestos (i.e., fibrous glass, foam rubber, etc.) by the accredited inspector are not required to be sampled. 5 �� Cardno�' ATC Shaping the Future Miscellaneous materials require adequately representative sampling, which is typically done by collecting from one to three samples per material. Inspectors typically rely on other survey observations such as the condition, friability, and quantity of material to determine what would be a sufficient amount of samples to accurately evaluate the presence or absence of asbestos content. Actual collection of a bulk asbestos sample involves physically removing a small piece of material and placing it in a marked, airtight container. Sample containers are marked with a unique identification number, which is also noted in the field notes. �� Cardno" ATC Shaping the Future 4.4 Suspect Asbestos -Containing Material Forty-six (46) bulk asbestos samples were collected from the building and sixty-seven (67) sample layers were analyzed by Polarized Light Microscopy (PLM) based on the number of distinct layers (materials) associated with each bulk sample. For example, floor tile and associated mastic are collected as one bulk sample but area analyzed as two distinct materials by the asbestos laboratory, as required by NVLAP. A summary of identified, accessible suspect and confirmed ACBMs follows: TABLE 1: ACBM BULK SAMPLING RESULTS WAL-MART #1208 3600 YOUNGFIELD STREET WHEAT RIDGE COLORADO Material Location of Material Condition Friable Quantity (NESHAP Asbestos Content (Classification) Yes/No Category) Texture (S) Restrooms Good No (NA) ND Drywall & Joint Drywall System Good No (NA) ND Compound (M) Throughout the Building Drywall & Joint Front of Store Good No (NA) ND Compound (M) 12" x 12" White Floor Tile & Yellow Throughout Sales Floor Good No (NA) ND Mastic M 12" x 12" Off White Throughout Sales Floor Floor Tile & Beige (replacement tiles) Good No (NA) ND Mastic (M) 2' x 4' Smooth, White Ceiling Tile Entrance and Subway Good � cs (NA) NI) (M) 2' x 4' White Ceiling Vision Center Good Yes (NA) ND Tile (M) Wood Grain Flooring and Clear Sales Floor Good No (NA) ND Mastic (M) Black Cove Base & Sales Floor Good No (NA) ND Yellow Mastic (M) Terex Cove Base Sales Floor Good No (NA) ND Cream Mastic (M) Door Frame Caulking, Light Gray Sales Floor Good No (NA) ND (M 2' x 4' Perforated White Ceiling Tile Game Room Good Yes (NA) ND (M Duct Seam Sealant, Throughout the Building Good No (NA) ND White (M) Tan Floor Tile & Stock Room Stair to Good No (NA) ND Yellow Mastic M) Mezzanine Duct Seam Sealant, Throughout the Building Good No (NA) ND Gra M 7 C"7) Car-dno`s ATC Shaping the Future Sampling Limitations Cardno ATC did not conduct any destructive investigation (cutting selective access holes in walls, ceilings, pipe chases, mechanical equipment, etc. to assess concealed materials). Cardno ATC did not conduct sampling of the roofing materials or of suspect materials that may be present in movable equipment such as freezers, kitchen equipment and hoods. Cardno ATC typically investigated for flooring beneath carpeting by lifting small corner sections of carpet. If tiles were seen, they have been identified in the report. If tiles were not seen at corners under the carpet, it does not imply that there are no tiles beneath the carpeted floor. Cardno ATC did not conduct any destructive investigation on floors to identify multi -layered tile/underlayment systems/concealed paper, vapor barriers, floor tiles/mastics under wood floor systems. Cardno ATC did not conduct any destructive investigation of doors in the building to determine if the doors were insulated for fire -rating purposes. Additional ACBM may be present at the site in inaccessible or concealed spaces. These spaces include, but are not limited to, pipe chases, spaces between wall/ceiling/door/floor cavities, interior of mechanical components such as boiler cavities, interior ducts, beneath foundation pads, etc. If future maintenance/renovation/demolition activities make these areas accessible, Cardno ATC recommends that a thorough assessment of these spaces be conducted at that time to identify and confirm the presence or absence of additional ACBMs. Until then, all such unidentified materials should be treated as Presumed ACM (PACM) in accordance with 29 CFR 1926.1101 and 1910.1001. 4.5 Laboratory Analytical Results Bulk samples were analyzed by Cardno ATC's laboratory located in Centennial, Colorado, using PLM according to EPA method 600/R-93/116. This laboratory participates in the NVLAP, a quality assurance pro for,LM, d is tyof accredited by the National Institute of Standards and Technology (NIST). 111, 8 TABLE 1: ACBM BULK SAMPLING RESULTS WAL-MART #1208 3600 YOUNGFIELD STREET WHEAT RIDGE, COLORADO Material Friable Friable Quantity (Classification) of Material Condition Yes/Location (NESFIAP Asbestos Content Category) Black Remnant Floor Tile Mastic Stock Room Good No (NA) ND (M) ND = None Detected, NA = Not Applicable, M = Miscellaneous, Surfacing (S) Sampling Limitations Cardno ATC did not conduct any destructive investigation (cutting selective access holes in walls, ceilings, pipe chases, mechanical equipment, etc. to assess concealed materials). Cardno ATC did not conduct sampling of the roofing materials or of suspect materials that may be present in movable equipment such as freezers, kitchen equipment and hoods. Cardno ATC typically investigated for flooring beneath carpeting by lifting small corner sections of carpet. If tiles were seen, they have been identified in the report. If tiles were not seen at corners under the carpet, it does not imply that there are no tiles beneath the carpeted floor. Cardno ATC did not conduct any destructive investigation on floors to identify multi -layered tile/underlayment systems/concealed paper, vapor barriers, floor tiles/mastics under wood floor systems. Cardno ATC did not conduct any destructive investigation of doors in the building to determine if the doors were insulated for fire -rating purposes. Additional ACBM may be present at the site in inaccessible or concealed spaces. These spaces include, but are not limited to, pipe chases, spaces between wall/ceiling/door/floor cavities, interior of mechanical components such as boiler cavities, interior ducts, beneath foundation pads, etc. If future maintenance/renovation/demolition activities make these areas accessible, Cardno ATC recommends that a thorough assessment of these spaces be conducted at that time to identify and confirm the presence or absence of additional ACBMs. Until then, all such unidentified materials should be treated as Presumed ACM (PACM) in accordance with 29 CFR 1926.1101 and 1910.1001. 4.5 Laboratory Analytical Results Bulk samples were analyzed by Cardno ATC's laboratory located in Centennial, Colorado, using PLM according to EPA method 600/R-93/116. This laboratory participates in the NVLAP, a quality assurance pro for,LM, d is tyof accredited by the National Institute of Standards and Technology (NIST). 111, 8 �� Cardno ATC Shaping the Future Any material that contains greater than 1 percent (>1%) asbestos by PLM is considered an ACBM and must be handled according to OSHA, EPA, and applicable state and local regulations. In addition, the U.S. Occupational Safety and Health Administration (OSHA) define asbestos as building materials containing between one tenth of one percent and one percent (0.1%-1%). For friable materials, when the amount of asbestos in the sample material is reported as "None -Detected" by PLM analysis, no further verification of the sample results by Point Counting Methodology is recommended. For friable materials, when the amount of asbestos in the sample material is reported as "Trace Asbestos Detected" or less than 101/0 asbestos by PLM analysis, the client may either assume the amount to be greater than 1% and treat the material as ACBM or require further verification of the amount by Point Counting Methods. If the result obtained by Point Counting is different from the result obtained by PLM analysis, the Point Count Method result should be used. Cardno ATC was not authorized to conduct such analysis. For non -friable materials, when the amount of asbestos in the sample material is reported as greater than 1% asbestos by PLM analysis, no further verification of the sample results by alternative methods of identification such as Transmission Electron Microscopy (TEM) Chatfield Method is recommended. For non -friable materials such as vinyFasphaltic products (floor tiles/ floor sheeting, mastics, shingles etc), where small, thin asbestos fibers may have been potentially milled into the non-organic binder matrix, when the amount of asbestos in the sample material is reported as "Non -Detected" by PLM analysis, due to the difficulty in analyzing such small, thin asbestos fibers in resinously bound materials by PLM analysis, EPA recommends that these types of materials, which were reported as non-ACBMs by PLM, be further analyzed using TEM Chatfield Method. Cardno ATC was not authorized to conduct such analysis. Copies of the laboratory analytical report and corresponding chain -of -custody documents are included in Appendix A. Results are reported in percent asbestos by calibrated visual estimate and indicate the types of asbestos. Other common non -asbestos components may also be noted on the analytical reports. Inspector and laboratory accreditations are provided in Appendix B. A site diagram showing sample locations is provided in Appendix C. �� Cardno`Y ATC Shaping the Future 5.0 RECOMMENDATIONS AND CONCLUSIONS The results of the asbestos survey conducted of the Wal-Mart #1208 building located at 3600 Youngfield Street in Wheat Ridge, Colorado indicate that none of the accessible suspect building materials sampled were found to contain more than 1% asbestos. As a result, no recommendations are warranted at this time. Contractors and employees working in this building should be made aware of the possibility that concealed ACBMs may be found during demolition/renovation. They should be advised not to disturb known or suspect ACBMs without owner approval. Any concealed building materials discovered during maintenance or renovation activities, which are suspected to contain asbestos, should be sampled and analyzed to confirm the presence or absence of asbestos prior to disturbing. The EPA has not prohibited the manufacture and import of miscellaneous materials, such as vinyl floorings, mastics, roofing materials, etc. As a result, any future replacement materials should be checked for the presence of asbestos prior to installation. IN �� Cardno ATC Shaping the Future 6.0 ASSUMPTIONS AND LIMITATIONS The results, findings, conclusions, and recommendations expressed in the report are based only on conditions that were noted during Cardno ATC's inspection of the Wal-Mart #1208 building located at 3600 Youngfield Street in Wheat Ridge, Colorado. Please note that only interior finishes of the building were sampled for the purposes of this report. The selection of sample locations and frequency of sampling was based on Cardno ATC's observations and the assumption that like materials in the same area are homogeneous in content. Destructive investigation was not conducted as proposed. Concealed ACBMs may exist in concealed areas not investigated or identified. The report is designed to aid the client in understanding the extent of ACBM issues as they pertain to the renovation/demolition areas of the site building. Under no circumstances is the report to be utilized as a bidding document or as a project specification document since it does not have all the components required to serve as an Asbestos Abatement Project Design document or an Abatement Work plan. Our professional services have been performed, our findings obtained, and our conclusions and recommendations prepared in accordance with customary principles and practices in the fields of environmental science and engineering. This statement is in lieu of other statements either expressed or implied. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated. m c"74) Cardnoq Arc Shaping the Future APPENDIX A ACM LABORATORY ANALYTICAL RESULTS �� Cardno�T" ATC Shaping the Future ANALYTICAL REPORT Prepared for: Wal-Mart Stores Inc. PO Box 8055 Bentonville, AR 72712 Project: Wal-Mart Store #1208/ 3600 Youngfeild Order No.: 0020430 Report Date: 08/20/2015 Cardno ATC 8985 E. Nichols Avenue, Suite 350, Centennial, CO 80112 Ph: 303-799-6100 E. Nichols Avenue, Suite 350 Cent Centennial, CO 80112 ATC +1 303 799 6100 Fax +1 303 799 3441 Fax Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLALab Code 102031 Customer: L A] HA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 1 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 1 0020430-001 Texture/Paint, White, 23'C None Detected Men's Restroom, Front of Store 2 0020430-002 Texture/Paint, White, 23'C None Detected Men's Restroom, Front of Store 3 0020430-003 Texture/Paint, White, 23'C None Detected Men's Restroom, Back of Store 4 0020430-004 Texture/Paint, White, 23'C None Detected Men's Restroom, Back of Store 5 0020430-005 Texture/Paint, White, 23'C None Detected Men's Restroom, Back of Store 6 0020430-006 LAYER 1 None Detected Joint Compound, White, 23'C Break Room 6 0020430-006 LAYER 2 None Detected Drywall, White/ Brown, 23'C Break Room 7 0020430-007 LAYER 1 None Detected Joint Compound, White, 23'C Stock Room 7 0020430-007 LAYER 2 None Detected Drywall, White/ Brown, 23'C Stock Room fs These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a materia�46 be asbestos. containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specificalt requested3 i Ridge The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno AT N,Builclingl Divisor, These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. 8985 E. Nichols Avenue, Suite 350 <Wr7)04c"tw"� II Centennial, CO 80112 Phone +1303 799 6100 ATC Fax +1 303 799 3441 Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLALab Code 102031 Customer: L Al HA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 2 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 8 0020430-008 LAYER 1 None Detected Joint Compound, White, 23'C Stock Room at Stair 8 0020430-008 LAYER 2 None Detected Drywall Lathe, Yellow Stock Room at Stair 8 0020430-008 LAYER 3 None Detected Drywall, White/ Brown, 23'C Stock Room at Stair 9 0020430-009 LAYER 1 None Detected Joint Compound, White, 23'C Vision Center 9 0020430-009 LAYER 2 None Detected Drywall, White/ Brown, 23'C Vision Center 10 0020430-010 LAYER 1 None Detected Joint Compound, White, 23'C Vision Center 10 0020430-010 LAYER 2 None Detected Drywall, White/ Brown, 23'C Vision Center 11 0020430-011 LAYER 1 None Detected Joint Compound, White, 23'C Customer Service These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. Nichols Avenue, Suite 350 Centennial, ent Centenn nial, CO 80112 .�, Phone +1 303 799 6100 Fax +1303 799 3441 Shaping the Future www,cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: AIHA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 3 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 11 0020430-011 LAYER 2 None Detected Drywall, White/ Brown, 23°C Customer Service 12 0020430-012 LAYER 1 None Detected 12"x12" Floor Tile, White, 23°C Front of Store by Ice Machine 12 0020430-012 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Yellow Front of Store by Ice Machine 13 0020430-013 LAYER 1 None Detected 12"x12" Floor Tile, White, 23°C Sales Floor, NE Corner 13 0020430-013 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Yellow Sales Floor, NE Corner 14 0020430-014 LAYER 1 None Detected 12"x12" Floor Tile, Off White, 23°C Pick-up Area, Back of Store 14 0020430-014 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Beige Pick-up Area, Back of Store 15 0020430-015 LAYER 1 None Detected 12"x12" Floor Tile, Off White, 23°C Subway These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a ma rialto be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate th t Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when th r�es'�ults indicate less than ten asbestos by CVAE. Our laboratory utilizes CVAE basis does include percent on a routine and not point counting unless specific iry+recguested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno A 21 0020430-021 2'x4' Ceiling Panel, White/ Beige, 23°C None Detected Vision Center These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. E. Nichols Avenue, Suite 350 �..II Centennial, 80112 Cent Phone +1303 799 6100 ATC Fax +1 303 799 3441 Shaping) the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: A[ HA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 4 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 15 0020430-015 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Beige Subway 16 0020430-016 LAYER 1 None Detected 12"x12" Floor Tile, Off White, 23"C Sales Floor 16 0020430-016 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Beige Sales Floor 17 0020430-017 LAYER 1 None Detected 12"x12" Floor Tile, Off White, 23°C Sales Floor by Paint 17 0020430-017 LAYER 2 None Detected 12"x12" Floor Tile Mastic, Beige Sales Floor by Paint 18 0020430-018 2'x4' Ceiling Panel, White/ Brown, 23°C None Detected Vestibule, S. Entrance 19 0020430-019 2'x4' Ceiling Panel, White/ Brown, 23°C None Detected Subway 20 0020430-020 2'x4' Ceiling Panel, White/ Brown, 23°C None Detected Vestibule, N. Entrance 21 0020430-021 2'x4' Ceiling Panel, White/ Beige, 23°C None Detected Vision Center These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material o be asbeStps containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that gulated b of Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the r#ultsjindicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specificall, request't The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATR/Of Nichols Avenue, Suite 350 ent Centennial, Centenn nial, CO 80112 ATC +1303 799 6100 Fax Fax +1 303 799 3441 Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: AIHA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 5 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 22 0020430-022 2'x4' Ceiling Panel, White/ Beige, 23'C None Detected Vision Center 23 0020430-023 2'x4' Ceiling Panel, White/ Beige, 23'C None Detected Vision Center 24 0020430-024 LAYER 1 None Detected Sheet Flooring, Wood Grain/ Brown/ Black, 23'C Sales Floor, by Shoes 24 0020430-024 LAYER 2 None Detected Mastic, Clear Sales Floor, by Shoes 25 0020430-025 LAYER 1 None Detected Sheet Flooring, Wood Grain/ Brown/ Black, 23'C Sales Floor, by Stock Room Door 25 0020430-025 LAYER 2 None Detected Mastic, Clear Sales Floor, by Stock Room Door 26 0020430-026 LAYER 1 None Detected Sheet Flooring, Wood Grain/ Brown/ Black, 23'C Sales Floor 26 0020430-026 LAYER 2 None Detected Mastic, Clear Sales Floor These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material o be asbeStps containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that gulated b of Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the r#ultsjindicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specificall, request't The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATR/Of These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. 8985 E. Nichols Avenue. Suite 350 Centennial, 80112 Phone +1303 799 6100 ATC Fax +1303 799 3441 Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: Al HA Lab Code 10153636 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 6 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 27 0020430-027 LAYER 1 None Detected Cove Base, Black, 23°C Sales Floor, S. Wall 27 0020430-027 LAYER 2 None Detected Cove Base Mastic, Cream Sales Floor, S. Wall 28 0020430-028 LAYER 1 None Detected Cove Base, Black, 23°C Sales Floor, SW Corner 28 0020430-028 LAYER 2 None Detected Cove Base Mastic, Cream Sales Floor, SW Corner 29 0020430-029 LAYER 1 None Detected Cove Base, Black, 23°C Sales Floor, W. Wall 29 0020430-029 LAYER 2 None Detected Cove Base Mastic, Cream Sales Floor, W. Wall 30 0020430-030 Cove Base Mastic, Beige/ Cream, 24°C None Detected Sales Floor, by Exit Door 31 0020430-031 Cove Base Mastic, Beige/ Cream, 24°C None Detected Sales Floor, Garden Center These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be osbestds! containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the res Its indicate Y, Q less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specificall re ue ted. f The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno AT r left n _ 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 A.� Phone +1 303 799 6100 Fax +1 303 799 3441 Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: AI HA Lab Code 101536 Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 7 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 32 0020430-032 Cove Base Mastic, Beige/ Cream, 24°C None Detected Sales Floor, N. Side 33 0020430-033 Door Caulk, Lt. Gray/ White. 23°C None Detected Sales Floor, Front Exit Door 34 0020430-034 Door Caulk, Lt. Gray/ White, 23°C None Detected Sales Floor, NW Corner 35 0020430-035 Door Caulk, Lt. Gray/ White, 23°C None Detected Sales Floor, N. Side 36 0020430-036 2'x4' Ceiling Panel, Off White/ Gray, 23°C None Detected Game Room 37 0020430-037 Duct Sealant, Off White, 23°C None Detected Break Room 38 0020430-038 Duct Sealant, Off White, 23°C None Detected Break Room 39 0020430-039 Duct Sealant, Off White, 23°C None Detected Break Room 40 0020430-040 LAYER 1 None Detected Floor Tile, Tan/ Off White, 23°C Stock Room, Stairs These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be osbestds! containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the res Its indicate Y, Q less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specificall re ue ted. f The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno AT r left n _ These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable — be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. 8985 E. Nichols Avenue, Suite 350 �� Y� Cal .�n�• Centennial, 80112 Phone +1303 799 6100 ATC Fax +1 303 799 3441 Shaping the Future www.cardno.com www.cardnoatc.com PLM REPORT SUMMARY NVLALab Code 102031 Customer: AIHA Lab Code 10153636 L Shannon Jernigan ATC Job No.: Z035000191 Wal-Mart Stores Inc. Batch No.: 0020430 PO Box 8055 Report Date: 08/20/2015 Bentonville AR 72712 Sample Date: 08/18/2015 Project: Wal-Mart Store #1208/ 3600 Youngfeild Date Analyzed: 08/20/2015 Customer Project No.: Identification: N/A Test Method: EPA Method 600/M4-82-020; 600/R-93/11 Page 8 of 8 Client No. Lab No. Sample Description / Location Asbestos Content 40 0020430-040 LAYER 2 None Detected Floor Tile Mastic, Yellow Stock Room, Stairs 41 0020430-041 LAYER 1 None Detected Floor Tile, Tan/ Off White, 23'C Stock Room, Stairs 41 0020430-041 LAYER 2 None Detected Floor Tile Mastic, Yellow Stock Room, Stairs 42 0020430-042 Duct Sealant, Gray, 23'C None Detected Vision Center 43 0020430-043 Duct Sealant, Gray, 23'C None Detected Vision Center 44 0020430-044 Duct Sealant, Gray, 23'C None Detected Break Room 45 0020430-045 Residual Floor Mastic, Black, 23'C None Detected Stock Room 46 0020430-046 Residual Floor Mastic, Black, 23'C None Detected Stock Room These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to be asbestos containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable — be further analyzed by point counting when the results indicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with Cardno ATC. Customer: Shannon Jernigan Wal-Mart Stores Inc. PO Box 8055 Bentonville AR 72712 Project: Customer Project No.: Identification: Test Method: AT Shaping the Future PLM REPORT SUMMARY Wal-Mart Store #1208/ 3600 Youngfeild N/A EPA Method 600/M4-82-020; 600/R-93/11 ATC Job No.: Z035000191 Batch No.: 0020430 Report Date: 08/20/2015 Sample Date: 08/18/2015 Date Analyzed: 08/20/2015 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 Phone +1303 799 6100 Fax +1 303 799 3441 www.cardno.com www.cardnoatc.com NVLAP Lab Code 102031 AIHA Lab Code 101536 Page 1 of 1 PLM Analysis Methodology PLM samples were analyzed utilizing the Environmental Protection Agency's Test Method: Method for the Determination of Asbestos in Building Materials (EPA 600/R-93/116. July, 1993). Reporting Limit <1 % Asbestos. Additional treatment and tests may be required to accurately define composition (i.e. ashing, extractions, acetone treatment, andTEM). Unused portions of samples are archived for one year unless client requests special handling. Asbestos content of mastic/adhesive is separated from total percent asbestos and other materials. Laboratory Equipment Laboratory analysis was accomplished utilizing an Olympus BH -2 polarized light microscope. The microscope is equipped with dispersion staining lenses. Quality Control Cardno ATC is accredited by NVLAP Bulk Asbestos Sample Quality Assurance Program (Lab Code 102031). Cardno ATC participates in the NVLAP Bulk Asbestos Sample Quality Assurance Program and maintains an in-house QC/QA program for bulk samples whereby 10% of all submitted samples are reanalyzed and documented in a Quality Control Manual. Cardno ATC also participates in a quarterly round robin QC/QA program for bulk samples with several accredited laboratories throughout the United States. Current and past QC/QA program results are available in the laboratory for inspection. Laboratory Personnel Samples were analyzed by Jeff Lomme, Laboratory Director. Mr. Lomme is a professional geologist who has successfully completed the McCrone Institutes's "Advanced Asbestos Identification" Course. Approved Signatory ;Jeff Lomme NVLAP LAB CODE 102031-0 The non -detection of asbestos fibers in floor tile by PLM is of itself inconclusive. Confirmation by Transmission Electron Microscope (TEM) is recommended for negative floor tile samples. This report must not be used by the client to claim product endorsements by NVLAP or an agency of the U.S. government--� This test reports only to the items stated. Cary Of /N ATC Shaping the Future PROJECT INFORMATION Turnaround: 8985 East Nichols Avenue, Suite 350 Centennial. Colorado 80112 %%4 w.cardnoatc.com TEL: 303.799.6100 FAX: 303.799.3441 2 hour 24 hour Cam an .Customer: Wal-Mart Pro'ect Name: Store i# 1208 2001 SE 10 Street Collection Date: August 18, 2015 i.Address: Address: Bentonville, AR 72716 Customer NumberfP.O.: 2035000191 Phone;'Fax: 205-733-8775 Collection Address: 3600 Youn field Street Customer Contact: Brad Jinkins Wheat Ridge, CO 80033 Special Instructions: BULK SAMPLE LOCATION Acc.' Sample Number Re' Sample Material Sample Location 1 Texture Men's Restroom, Front of Store 2 Texture Men's Restroom, Front of Store 3 Texture Men's Restroom, Back of Store 4 Texture Men's Restroom, Back of Store 5 Texture Men's Restroom, Back of Store 6 D all and Joint Compound Break Room 7 Drywall and Joint Compound Stock Room 8 Drywall and Joint Compound Stock Room at Stair 9 Drywall and Joint Compound Vision Center 10 Drywall and Joint Compound Vision Center 1 I Drywall and Joint Compound Customer Service 12 12" x 12" White Floor Tile & Mastic Front of Store bX Ice Machine 13 12" x 12" White Floor Tile & Mastic Sales Floor NE Comer 14 12" x 12" White Floor Tile & Mastic Pickup Area back of store 15 12" x 12" Off White Floor Tile & Mastic Subway 16 12" x 12" Off White Floor Tile & Mastic Sales Floor 17 12" x 12" Off White Floor Tile & Mastic Sales Floor by Paint 18 2' x 4' Smooth Ceiling Tile Vestibule, South Entrance 19 2' x 4' Smooth Ceiling Tile Subway 20 2' x 4' Smooth Ceiling Tile Vestibule North Entrance 21 2' x 4' Ceiling Tile Vision Center 22 2' x 4' Ceiling Tile Vision Center 23 2' x 4' Ceiling Tile Vision Center 24 Wood Grain Flooring and Mastic Sales Floor, by Shoes H 1 25 1 Wood Grain Flooring and Mastic I Sales Floor, by Stock Room Door I Note: Sample collector is responsible for ensuring that all samples have been preserved and prepared to the appropriate and applicable methodology. If package has sustained damage during transit. notifj collector and shipper, Turnaround time begins upon receipt of sample (s) b) laborator). Cardno ATC will not be responsible for errors or omissions in calculations from inaccuracy of original data. �� Cardno` ATC Shaping the Future 8985 Cast Nichols A%cnue, Suite 350 Centennial, Colorado 80112 u %� %%.cardnoutc_com TEL: 301799,6100 x.799.3441 r PROJECT INFORMATION Turnaround: 2 hour 4 hour 3-5 Company/Customer: Wal-Mart Proiect Name: Store # 1208 Address: 2001 SE 10" Street Collection Date: August 18, 2015 Address: Bentonville, AR 72716 Customer Number/P.O.: Z035000191 Phone'Fax: 205-733-8775 Collection Address: 3600 Youn field Street Customer Contact: Brad Jinkins Wheat Rid e, CO 80033 Special Instructions: BULK SAMPLE LOCATION Acc Sample Number Re' Sample Material Sample Location 26 Wood Grain Flooring and Mastic Sales Floor 27 Black Cove Base and Mastic Sales Floor, South Wall 28 Black Cove Base and Mastic Sales Floor, SW Corner 29 Black Cove Base and Mastic Sales Floor, West Wall 30 Terex Cove Base Mastic Sales Floor by Exit Door 31 Terex Cove Base Mastic Sales Floor at Garden Center 32 Terex Cove Base Mastic Sales Floor, North Side 33 Door Frame Caulking Sales Floor, Front Exit Door 34 Door Frame Caulking Sales Floor, NW Corner 35 Door Frame Caulking Sales Floor, North Side 36 2' x 4` Perforated Ceiling Tile Game Room 37 Duct Seam Sealant, White Break Room 38 Duct Seam Sealant, White Break Room 39 Duct Seam Sealant, White Break Room 40 Tan Floor Tile and Mastic Stock Room Stairs 41 Tan Floor Tile and Mastic Stock Room Stairs 42 Duct Seam Sealant, Gray Vision Center 43 Duct Seam Sealant, Gray Vision Center 44 Duct Seam Sealant, Gray Break Room 45 Black Remnant Floor Tile Mastic Stock Room 46 Black Remnant Floor Tile Mastic Stock Room Note: Sample collector is responsible for ensuring that all samples have been prescrred and prepared to the appropriate and applicable methodology. If package has sustained damage during transit, notify collector and shipper. Turnaround time begins upon receipt of sample (s) b) laboratory. Cardno ATC %till not be responsible for errors or omissions in calculations from inaccuracy of original data. CHAIN OF CUSTODY Relin uished By: Date: Time: ecei d B ate: T. e 8/18/2015 1600 t 1 �, �� Cardno� ATC Shaping the Future APPENDIX B INSPECTOR AND LABORATORY ACCREDITATIONS Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Joseph Todd Anderson Certification No.: 2157 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Inspector/Management Planner* Issued: December 19, 2014 Expires: December 19, 2015 I This certificate is valid only with the possession of a current Division -approved training course certification In the discipline specified above. Authorized APCD Representative SEAL y'd�0a0�pC�i'F'�ki646°00'09A8s �' a`44p 0.,.��.e.r ;i'y0'0`�hv.E•., y�'yoOC•Qdd�i' �s®m gvp0q aqo -;eoA'yr pOC a�� p 'q avv (�' - e'4• vv Q• o'v l06'�moh'T%�� 9 gal a,nab_/� 3 ags90m0 ae��.a 'a° q0® bmg+A�>' � a'g,5�G0C<°0f� cv $ 0004e <Oe �aa4m0004Y0e e,?�/,i�. ° ° �6060mh Cd j i�. `a.�0g00e�o °- i � :tea �� LO O LO Z3QL o O N N N° a ■ ■ p (TOLO v U � Q N _ woo 0 O ° N O O .O N o V CO Q� s W ° -�D�Aco C) :3 cu O� "o E O N o o � a o Lcj cn O (p E b Co , cn Q z aC6Q r, }, O cu rz & ami -Q co M N � o AW IT, o U -0 y Uj aW m , m �' N ■ � Vj � U `o m O Fes- N CD V O0,,'y ANT OF G National Voluntary o Laboratory Accreditation Program �y QFC P��? SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 Cardno ATC 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 Mr. Jeffrey Lomme Phone: 303-799-6100 Fax: 303-799-3441 Email: jeff.lommeCalcardno.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 102031-0 Bulk Asbestos Analysis Code Description 18/A01 EPA 600/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Voluntary Laboratory Accreditation Program Effectiti•e 2015-06-29 through 2016-06-30 Page 1 of I �� Cardnon ATC Shaping the Future APPENDIX C SAMPLE LOCATION DRAWING City of Wheat Rid,je December 15, 2017 Thomas Metzger Senior Project Manager, Regency Centers 8480 East Orchard Road, Suite 6900 Greenwood Village, CO 80111 Tom Metzger@regencycenters.com Via email only Re: Asbestos Sampling Report Applewood Village Shopping Center Former Wal-Mart #1208 3600 Youngfield Street Wheat Ridge, CO 80033 Dear Mr. Metzger: Apex Project No.: Regen-176 Apex Companies, LLC (Apex) has prepared this letter report to document the review of two previous sampling reports and present the analytical results of the sampling of suspect asbestos -containing materials (ACMs) on the roofing, exterior, and interior of the former Wal-Mart #1208 (Site). A summary of the three reports is provided at the end of this report. On August 26, 2015, Cardno ATC issued a report in which they documented the collection and analysis of 46 samples with no asbestos detections. The ACM Table and Sample Location Diagram are attached to this letter report. This report was considered mostly complete upon review inside the building. Three deficiencies were noted. They did not sample the duct lining in the mezzanine area, the pink floor tile on the main floor and the concrete masonry unit (CMU) block filler or other coatings. This inspection did not include the rooftop of the building. On October 4, 2017, Foothills Environmental, Inc. (Foothills) issued a report in which they documented the collection and analysis of 12 samples in which the CMU coatings in the building were specifically sampled. There were 2 asbestos detections above 1%, making those materials ACM by the EPA definition. In addition, one sample of block filler coating collected on the interior of the east stockroom wall had a trace detection for asbestos, but a point count analysis determined that the asbestos content was less than 0.25%, making it a non -detection. The ACM Table and Sample Location Diagram are attached to this letter report. The report indicated that all of the CMU coatings in the building were a single homogenous area (HA). Upon review at the building, it was determined that the CMU coatings could be divided into 5 internal HAS and two external HAs, based on color, texture, and date of application. The facility was sampled by Apex on November 22, 2017. Apex representative Mr. John West, a Colorado Department of Public Health and Environment (CDPHE)-certified asbestos inspector, conducted the asbestos sampling. Copies of Mr. West's asbestos inspector certification is attached. The work was performed in accordance with the scope of work as discussed onsite with Thomas Metzger. Apex was provided access to the Site by Mr. Metzger of Regency Centers. The Site consists of one commercial building, used for retail and stockrooms. The store is inglecityof story building comprised of interior finishes that include floor tile, drywall/joint compound, textur , g4jjl�n tiles, cove base, wood, metal, concrete block, and concrete. The roof of the building consist of Pt Ridge Apex Companies; LLC 4150 Darley Avenue, Suite 1 Boulder, CO 80305 T 303.423.2777 • apexcos.com Asbestos Sampling Report December 15, 2017 Former Wal-Mart #1208. 3600 Youngfield Street, Wheat Ridge, CO Page 2 membrane underlain with EPS foam over the main store and asphaltic sheet roofing over the loading docks and supported by steel decking and open web joist steel. The interior of the building consists of ceiling tiles, gypsum drywall, CMU brick, mastic applied cove base, mastic applied vinyl floor tiles. All associated piping was uninsulated. After reviewing the previous reports, Apex sampled the duct lining, pink floor tile, five internal CMU coatings, two exterior CMU coatings, and six types of roofing material. The CMU samples were collected in sufficient quantities, that when combined with the Foothills report samples, would comply with the EPA's Asbestos Hazard Emergency Response Act (AHERA) sampling protocol. Asbestos Inspection Results Apex collected 42 bulk samples of suspect ACBMs on the interior and exterior of the former Wal-Mart #1208 facility, and due to multiple layers, 96 analyses were conducted utilizing Polarized -Light Microscopy (PLM), following the Environmental Protection Agency (EPA) PLM Method EPA -600/R-93/116. The bulk samples were analyzed by the EMSL Analytical, Inc (EMSL) asbestos laboratory located in Denver, Colorado. The EMSL asbestos laboratory is accredited for asbestos PLM analyses by the National Institute of Standards and Technology National Voluntary Laboratory Accreditation Program (NVLAP). The NVLAP accreditation certificate for the EMSL asbestos laboratory is attached. The suspect ACBMs were sampled in general accordance with the AHERA sampling protocol. The results of the asbestos inspection conducted of the former Wal-Mart 1208 facility indicate that none of the 96 analyses were found to contain asbestos. Refer to the ACBM Table provided in Attachment 1 showing the building materials sampled and the corresponding analytical results. Subcontractors and Regency Centers employees working in the former Wal-Mart #1208 facility should also be made aware of the possibility of concealed suspect ACBMs that could be found during renovation activities. They should be advised not to disturb the suspect ACBMs. Any concealed building materials discovered during renovation activities not identified in this report, which are suspected to contain asbestos, should be sampled by a CDPHE-certified asbestos inspector and analyzed by an NVLAP-accredited laboratory to confirm the presence or absence of asbestos prior to the disturbing such materials. In conclusion, during three sampling events (Apex and two other consultants) 100 samples were collected, and two samples had detections of asbestos above 1%, making the materials ACM. These results indicate that the one HA of CMU block filler in the southwest corner of the building is defined as an ACM (>1 % asbestos). The HA in question is the south wall west of the stockrooms and the west wall south of the main entrance. In addition, one sample of block filler coating collected on the interior of the east stockroom wall had a trace detection for asbestos, but a point count analysis determined that the asbestos content was less than 0.25%, making it a non -detection. Subcontractors and Regency Centers employees working in the former Wal-Mart #1208 facility need to be informed to not disturb the CMU block filler on the southwest corner wall. These materials require proper training of workers to remove if disturbances are expected. Removal of materials, in amounts exceeding the trigger levels, with an asbestos content of greater than one percent (1%) by volume that is friable or will be made friable during renovation or demolition activities must be conducted in accordance with the Colorado Department of Public Health and Environment's (CDPHE) Regulation No. 8. Friable means that the material, when dry may be crumbled, pulverized, or reduced to powder by hand pressure. The friable term includes non -friable forms of asbestos that have become damaged to the extent that when dry can be crumbled, pulverized or reduced to powder. Mechanical impacts of grinding or sawing will also render non -friable materials friable. With regard to non- A APEX Asbestos Sampling Report December 15, 2017 Former Wal-Mart #1208, 3600 Youngfield Street, Wheat Ridge, CO Page 3 residential dwellings, the trigger level for the asbestos -containing CMU coating is 160 square feet on surfaces or the volume equivalent of a 55 -gallon drum. The National Emission Standard for Hazardous Air Pollutants (NESHAP) regulations set forth by the U.S. Environmental Protection Agency control asbestos emissions from renovation and demolition activities. The Occupational Safety and Health Administration (OSHA) Construction Asbestos Standard 29 CFR 1926.1101 contains work practice and engineering control requirements and prohibitions that must be observed regardless of the percentage of asbestos in the installed construction materials. The employer still must follow the requirements in paragraphs (g)(1) [except (g)(1)(i)], (g)(2) and (g)(3) that describe engineering and work practice controls operation as well as prohibitions that must be observed regardless of the percentage of asbestos in the installed construction materials. The standard also has exposure - based requirements consisting of a 0.1 fiber/ cc 8 hour Time Weighted Average (TWA) Personal Exposure Limit (PEL) and a 1 fiber/ cc 30 -minute excursion limit. In all practicality, the workers that disturb materials with asbestos but at concentrations of less than 1 % should follow all the same work practices as regulated ACM in order to prevent fiber releases in buildings and also to limit a property owners liabilities. Summary: In summary, Apex conducted additional sampling of suspect materials at the former Wal-Mart store, including exterior and roofing. The asbestos sampling confirmed that the only material that was found to contain asbestos was the CMU block filler materials. The CMU block fillers are comprised of several different materials and are not all the same application material. As such, it is our conclusion that only certain walls contain the asbestos -containing CMU block filler material. These materials with asbestos are located the southwest corner wall. All the other materials tested at the building did not contain asbestos. The ACBM Tables, sample location diagrams, photographic log, laboratory analytical report, asbestos chain of custody, certifications, and previous reports are provided as attachments to this letter report. Apex appreciates the opportunity to be of service to Regency Centers on this project. If you have questions or comments regarding the information in this report, please do not hesitate to contact the Apex office at (303) 423-2777. Sincerely, Apex Companies, LLC John West, PE CHMM PMP Senior Environmental Engineer Attachments Attachment 1: ACBM Tables Attachment 2: Sample Location Diagrams Attachment 3: Photographic Log Attachment 4: Laboratory Report and Chain of Custody Attachment 5: Apex Inspector and Laboratory Certifications ZY Attachment 6: Cardo ATC and Foothills Environmental, Inc. Reports Wheat Ridge ATTACHMENT 1 ACBM TABLES A, APEX TABLE 1 - ACBM TABLE Former Wal-Mart #1208 3600 Youngfield Road, Wheat Ridge, CO HA # MATERIAL DESCRIPTION LOCATION F/NFA CON 2 % ACM # SAMP. 1 Duct Lining Duct work in mezzanine F Good ND 1 2 Pink 12x12" floor tile Main floor NF Good ND 2 3 CMU Block Filler West wall north NF Good ND 3 4 CMU Block Filler Southwest corner NF Good ND 3 5 CMU Block Filler Southeast corner NF Good ND 3 6 CMU Block Filler Stockrooms NF Good ND 3 7 CMU Block Filler Expansion NF Good ND 3 8 Membrane rooftop South rooftop NF Good ND 2 9 Membrane rooftop North Rooftop NF Good ND 2 10 Asphaltic sheet roofing North rooftop wall NF Good ND 2 11 Caulking Rooftop wall NF Good ND 1 12 Stucco Rooftop facade NF Good ND 3 13 Asphaltic sheet roofing North dock rooftop NF Good ND 2 14 Asphaltic sheet roofing South dock rooftop NF Good ND 2 15 CMU Texture Exterior east wall NF Good ND 7 16 CMU Block Filler Battery storage room NF Good ND 3 HA- Homogeneous Area 1 — Friable/Non Friable; 2 — Condition ACM- Asbestos Containing Material ND — None -Detected City of I(Vheat Ridge U r � a +, o Na A O � N: � z • z ar z �r z T C7 J U o o L N � z x z * z � z it z � y L C d 7 O 0 N L u v 0 t:D v cD 0 O c cd C '7 p O O G OUD tC O � .a 3 -• c L � 'o J - c 3 ... z 3 'd_- 3 b :a m � L G U T A JJ L N N Gi V CL � rNj V U � � •+ •� •+ C 0 0 a 14 A j C G O G O C G G C C C O to G bp O to oO tototo G G G O O U R �N iC iG cd 3 R :C � :7 cr3 cd L Y X X X Y1 X X Y Y X X N N N N N N N N N N N N a �� Cordno°` ATC Shaping the Future Table 3: Cardno ATC ACM Table TABLE 1: ACBM BULK SAMPLING RESULTS WAL-MART #1208 3600 YOUNGFIELD STREET WHEAT RIDGE, COLORADO Material Friable Quantity (Classification) Location of Material Condition Yes/No (NESHAP Asbestos Content Category) Texture (S) Restrooms Good No (NA) ND Drywall & Joint Drywall System Good No (NA) ND Compound (M) Throughout the Building Drywall & Joint Front of Store Good No (NA) ND Compound (M) 12" x 12" White Floor Tile & Yellow Throughout Sales Floor Good No (NA) ND Mastic M) 12" x 12" Off White Throughout Sales Floor Floor Tile & Beige (replacement tiles) Good No (NA) ND Mastic (M) 2' x 4' Smooth, White Ceiling Tile Entrance and Subway Good Yes (NA) ND (M) 2' x 4' White Ceiling Vision Center Good Yes (NA) ND Tile (M) Wood Grain Flooring and Clear Sales Floor Good No (NA) ND Mastic (M) Black Cove Base & Sales Floor Good No (NA) ND Yellow Mastic (M) Terex Cove Base Sales Floor Good No (NA) ND Cream Mastic (M) Door Frame Caulking, Light Gray Sales Floor Good No (NA) ND (M) 2' x 4' Perforated White Ceiling Tile Game Room Good Yes (NA) ND Duct Seam Sealant, Throughout the Building Good No (NA) ND White (M) Tan Floor Tile & Stock Room Stair to Good No (NA) ND Yellow Mastic M Mezzanine Duct Seam Sealant, Throughout the Building Good No (NA) ND Gra M :ity of Wheat Ridge iiding �� Cardno ATC Shaping the Future TABLE 1: ACBM BULK SAMPLING RESULTS WAL-MART #1208 3600 YOUNGFIELD STREET WHEAT RIDGE, COLORADO Material Location of Material Condition Friable Quantity (NESHAP Asbestos Content (Classification) Yes/No Category) Black Remnant Floor Tile Mastic Stock Room Good No (NA) ND (M) ND = None Detected, NA = Not Applicable, M = Miscellaneous, Surfacing (S) ATTACHMENT 2 SAMPLE LOCATION DIAGRAMS City of Wheat Ridge N t • 14�Md y m ° z Ml U d I � � n t+ �U)00 Cc) J rr (D E 0 • y LLL co O �+ c9 ® 3 OOPN N m n 0 0 IIAFIpyh, a o � I i m us ' N N 0 � O !Ir> ( c � 5 LU N d _ ON Y Q 6 O Y--1 O M `.L I ai �`- oU) � y (n �m Sample ID 8-2 Image source: Google Maps, 11/27/2017 APEX 4150 Darley Avenue, Suite 1 Boulder, Colorado 80305 Tel. (303)423-2777 External Building Sample Locations Former Wal-Mart 3600 Youngfield Str( Wheat Ridge, CO 1.4-1, 14 Client: Regency Centers I Project#: Recery-i 71 1 Drawn by: JRW Date: 11/27/17 Not to Scale r 0 V 0 J CL m cn N 7 0 0 U- �i E L I -ml r 0 z a, _ P 2 what ATTACHMENT 3 PHOTOGRAPHIC LOG s APEX A P E X PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 11/22/2017 - Photo Coordinates Lat 39.765728 Long -105.141653 Direction Photo Taken: W Description: Expansion joint for the 1994 expansion Photo No. Date: 2 11/22/2017 Photo Coordinates Lat 39.765728 Long -105.141653 Direction Photo Taken: E Description: Looking east from 1994 expansion joint City of Wheat Ridge Page 1 of 33 Building Divison A P E X PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: _ - 3 11/22/2017 '•,:-' Photo Coordinates Lat 39.766319 Long -105.139217 Direction Photo S E F ? � - Description: _?% Uncoated CMU, all in LR IMLI the mezzanine area r tom, Photo No. Date: 4 11/22/2017 ASS y Photo Coordinates Lat 39.766319 Long -105.139217 Direction Photo Taken: WSW Description: Steel ceiling in the — stockrooms - Page 2 of 33 s�APCX PHOTOGRAPH LOG Project Name: Site Location: Project No. J J Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: rj 11/22/2017 Photo Coordinates Lat 39.766714 Long -105.139467 Direction Photo Taken: WNW Description: Foam ceiling tiles in employee break rooms Photo No. Date: 6 11/22/2017 Photo Coordinates Lat 39.765328 Long -105.140647 Direction Photo Taken: NW Description: CMU block wall near the southwest corner of the store Page 3 of 33 WAAPCX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 7 11/22/2017 Photo Coordinates Lat 39.765408 Long -105.140308 Direction Photo Taken: NE Description: Uncoated CMU patch in east stockroom wall Photo No. Date: 8 11/22/2017 Photo Coordinates Lat 1 39.765408 Long 1 -105.140308 Direction Photo Taken: SE Description: East fire doors and CMU block walls in stockrooms Page 4 of 33 PHOTOGRAPH LOG Project Name: Site Location: I Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 9 11/22/2017 Photo Coordinates Lat 39.765408 Long -105.140308 Direction Photo Taken: S Description: CMU Block walls in stockrooms Photo No. Date: Q 11/22/2017 Photo Coordinates Lat 39.765689 Long -105.140422 Direction Photo Taken: WSW Description: Duct lining sampling 1-1 Page 5 of 33 l Wheat Ridge AAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 11 11/22/2017 Photo Coordinates Lat 39.766561 Long -105.139094 Direction Photo Taken: SE Description: Pink floor tile sample 2-1 Photo No. Date: 12 11/22/2017 Photo Coordinates Lat 39.766397 Long -105.1399 Direction Photo r Taken: _ NW Description: Pink floor tile sample ` `� 4S 2-2 ` Page 6 of 33 A P E X PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 13 11/22/2017 Photo Coordinates Lat 39.765553 Long -105.1404 Direction Photo Taken: W Description: CMU block filler sample 3-1 Photo No. Date: 14 1112212017 Photo Coordinates Lat 39.765553 Long -105.1404 Direction Photo Taken: W Description: CMU block filler sample 3-2 Page 7 of 33 1 Wheat Ricg,., AAPCX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 15 11/22/2017 Photo Coordinates Lat 39.765567 Long -105.140656 Direction Photo Taken: W Description: CMU block filler sample 3-3 Photo No. Date: 16 11/22/2017 Photo Coordinates Lat 39.765436 Long -105.1404 Direction Photo Taken: W Description: CMU block filler sample 4-1 0 Page 8 of 33 4A A CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 8 11/22/2017 Photo Coordinates Lat 39.7654 Long -105.140075 Direction Photo Taken: S Description: CMU block filler sample 4-3 Wheat Midge Page 9 of 33 Building Divisor Photo No. Date: % 11/22/2017 Photo Coordinates Lat 39.764975 Long -105.140308 Direction Photo - Taken: W Description: =tip: • ` CMU block filler sample 4-2 - Photo No. Date: 8 11/22/2017 Photo Coordinates Lat 39.7654 Long -105.140075 Direction Photo Taken: S Description: CMU block filler sample 4-3 Wheat Midge Page 9 of 33 Building Divisor ,w` A CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 19 11/22/2017 Photo Coordinates Lat 39.765403 Long -105.140311 Direction Photo Taken: S Description: CMU block filler sample 5-1 Photo No. Date: 20 11/22/2017 Photo Coordinates Lat 39.765403 Long -105.140311 Direction Photo Taken: S Description: CMU block filler sample 5-2 Page 10 of 33 ,wkAI_ CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 21 11/22/2017 Photo Coordinates Lat 39.765369 Long -105.140308 Direction Photo Taken: E Description: .� CMU block filler sample 5-3' Photo No Date. 22 11/22/2017 Photo Coordinates Lat 39.765403 Long -105.140353 Direction Photo Taken: E Description: CMU block filler sample 6-1 'eat Ridge Page 11 of 33 Buildin 9 Divisnn . �APCX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 23 11/22/2017 Photo Coordinates Lat 39.766081 Long -105.139089 Direction Photo Taken: E Description: CMU block filler sample 6-2 Photo No. Date: 24 11/22/2017 Photo Coordinates Lat 39.765578 Long -105.140375 Direction Photo Taken: E Description: CMU block filler sample 4-3 Page 12 of 33 AkAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 25 11/22/2017 Photo Coordinates Lat 39.766508 Long -105.139097 - Direction Photo Taken: E ,-- Description: CMU block filler sample - 7-1 _ Photo No. Date: 26 11/22/2017 Photo Coordinates Lat 39.766308 Long -105.141306 Direction Photo Taken: N Description: CMU block filler sample 7-2 Page 13 of 33 U. cily of Building Divison, .W-r%kA CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 27 11/22/2017 Photo Coordinates Lat 39.766389 Long -105.139858 Direction Photo Taken: N Description: CMU block filler sample 7-3 Photo No. Date: 28 11/22/2017 Photo Coordinates Lat 39.765561 Long -105.1393 7Direction Photo Taken: S Description: Roofing sample 8-1 Page 14 of 33 31r xff o® APEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 29 11/22/2017 Photo Coordinates Lat 39.765431 Long -105.139767 Direction Photo Taken: NW Description: Roofing sample 8-1 with surrounding rooftop Photo No. Date: 30 1112212017 Photo Coordinates Lat 39.766003 Long -105.139806 Direction Photo Taken: SW Description: Roofing sample 8-2 ar- Page 15 of 33 7k A EX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 31 11/22/2017 Photo Coordinates Lat 39.766775 Long -105.139414 - Direction Photo Taken: W Description: Roofing sample 9-1 Photo No. Date: 32 11/22/2017 Photo Coordinates Lat 39.766775 Long -105.139414 Direction Photo Taken: NW Description: Roofing sample 9-1, with surrounding rooftop Page 16 of 33 Vk A CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 33 11/22/2017 Photo Coordinates Lat 39.766514 Long -105.140181 Direction Photo Taken: SW Description: Roofing sample 9-2 Photo No. Date: 34 11/22/2017 Photo Coordinates Lat 39.766556 Long -105.140456 Direction Photo Taken: SSE Description: Rooftop overview y - •�-f rR F d.b1 S " Page 17 of 33 ' 1 -at RiW,ie AAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 35 11/22/2017 Photo Coordinates Lat 1 39.766656 Long 1 -105.140367 Direction Photo Taken: W Description: Asphaltic cover on rooftop walls sample 10-1 Photo No. Date: 36 11/22/2017 Photo Coordinates Lat 1 39.766997 Long 1 -105.140258 Direction Photo Taken: NE Description: Asphaltic cover on rooftop walls sample 10-2 Page 18 of 33 ®A EX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 37 11/22/2017 Photo Coordinates Lat 39.766997 Long -105.140258 Direction Photo Taken: NE Description: Looking off of north end of rooftop Photo No. Date: 38 11/22/2017 Photo Coordinates Lat 39.766997 Long -105.140258 Direction Photo Taken: SE Description: Air conditioning units on rooftop Page 19 of 33 9e Alk- APEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 39 11/22/2017 Photo Coordinates Lat 39.766819 Long -105.140478 Direction Photo Taken: SW Description: Transition from membrane roofing to asphaltic roofing Photo No. Date: 40 11/22/2017 Photo Coordinates Lat 39.765486 Long -105.138919 Direction Photo Taken: SE Description: Battery storage rooftop Page 20 of 33 r • a ... �_ r , d.= :��., k f � L r. • � i+y �kq'!r t 4 '�� - µ c. f t .i •1 [ori+-r.,.'�,r`, }� 'sl � �,p ,r - jj 1T w F `t + ° `a '+fy aq .k' ✓ .v/kt. tl'.p�ryr r`a Jam,,_ _. � Y ✓ sr � FLS � � t 4 � �,j �M�� ti, a•+ ' 16 �°+ul t.+ ' e C ' 4 . it• ' _ � _r � i 1 �' +r y j ,- Ibf `r { ~ f. r':C` f �r,,f' sal �,"�..�•++ �!, ♦ ,j, j . i6 _ x. ;r. f a ,.•r rir° s +�•� [ r. .�" j �'I ._.,1'' %+.• r. + 1-4 ,fix'-,Y Fit r, a T i >''�'+r-r _; �... ,t'—r- �x'f�` .ter f"�'" x.Y`�,E �;• 191.1. prli f r� a� K•'y ,fr,_ m T y a ? _-� © - �\ � �\:. m � /�\ \\ � . m AAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 47 11/22/2017 Photo Coordinates Lat 1 39.765803 Long I -105.139167 Direction Photo Taken: SW Description: Membrane roofing sample 14-1 Photo No. Date: 48 11/22/2017 Photo Coordinates Lat 39.765897 Long 1 -105.139558 Direction Photo Taken: S Description: Membrane roofing sample 14-2 Page 24 of 33 iAPCX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 49 11/22/2017 Photo Coordinates Lat 39.765925 Long -105.140614 Direction Photo Taken: SE Description: Southwest corner of the building with painted brick Photo No. Date: 550 11/22/2017 Photo Coordinates Lat 39.765906 Long -105.140683 Direction Photo Taken: NE Description: Front of the building with painted brick and stucco facade r'�•ir Page 25 of 33 AAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 51 11/22/2017 Photo Coordinates Lat 1 39.766175 Long 1 -105.142181 Direction Photo Taken: NE Description: Northwest corner of the building with painted brick Photo No. Date: 52 11/22/2017 Photo Coordinates Lat 1 39.765331 Long 1 -105.140308 Direction Photo Taken: SW Description: West exterior wall CMU texture Page 26 of 33 PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 53 11/22/2017 Photo Coordinates Lat 1 39.765331 Long 1 -105.140308 1 Direction Photo Taken: NNW Description: Battery storage exterior wall CMU Photo No. Date: y� 54 11/22/2017 Photo Coordinates �� r''•`'" �,'�* «. `�"! `�. y 'e Lat 39.765269 .��� t °" ;,''•'y �� �"-.�`i.°� r tF n+., Long -105.139108.r,-.-� ;1jy, iy ;+•, «, fir' �. r 'Cow Direction Photo Taken: NW ti. 5•_�� ' �► �" Z. 44,.E , �� ',, tiI. { !, ' Description: 6r� `�+' ~ East wall CMU texture 3. �4w� 1. t- _ - � _ l�� i•_ ( �'- v , # s � go . Page 27 of 33 Wheat Ricfq wilding -` A1- CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 55 11/22/2017 Photo Coordinates Lat 39.765278 Long -105.139133 Direction Photo Taken: NE Description: Battery storage wall CMU Photo No. Date: 56 11/22/2017 Photo Coordinates Lat 39.765275 Long -105.138956 Direction Photo Taken: N Description: Battery storage wall CMU block filler sample 16-1 Page 28 of 33 AA EX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 57 11/22/2017 Photo Coordinates Lat 39.765531 Long -105.139011 Direction Photo Taken: W Description: Battery storage wall CMU block filler sample 16-2 Photo No. Date: 58 11/22/2017 Photo Coordinates Lat 39.765553 Long -105.1404 Direction Photo Taken: S Description: Battery storage wall CMU block filler sample 16-3 7, .. i } „r •'.1 '1.1:1 Page 29 of 33 Wite�ic�ge AXfel- EX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 59 11/22/2017 Photo Coordinates Lat 39.765347 Long -105.139594 Direction Photo Taken: W Description: CMU texture sample 15-1 Photo No. Date: sQ 11/22/2017 Photo Coordinates Lat 39.765492 Long -105.139408 Direction Photo Taken: W Description: CMU texture sample 15-2 Page 30 of 33 'AkA CX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 61 11/22/2017 Photo Coordinates Lat 39.765578 Long -105.140375 Direction Photo Taken: W Description: CMU texture sample 15-3 Photo No. Date: 62 11/22/2017 Photo Coordinates Lat 39.765569 Long -105.139119 Direction Photo Taken: W Description: CMU texture sample 15-4 I Wheat Ridge Page 31 of 33 1, Building Divison, Y� Wheat Ridge Page 31 of 33 1, Building Divison, AAPEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 63 11/22/2017 Photo Coordinates Lat 39.7656 Long -105.139247 Direction Photo Taken: W Description: CMU texture sample 15-5 Photo No. Date: 64 11/22/2017 Photo Coordinates Lat 39.766542 Long -105.139131 Direction Photo Taken: W Description: CMU texture sample 15-6 Page 32 of 33 *APEX PHOTOGRAPH LOG Project Name: Site Location: Project No. Former Wal-Mart ACM Sampling Wheat Ridge, CO REGEN-171 Photo No. Date: 65 11/22/2017 Photo Coordinates Lat 39.766794 Long -105.139183 Direction Photo Taken: W Description: CMU texture sample 15-7 Page 33 of 33 ATTACHMENT 4 LABORATORY REPORT AND CHAIN OF CUSTODY /APEX EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.com / denverlab@emsl.com EMSL Order: 221708327 Customer ID: AXBC42 Customer PO: Project ID: Attention: John West Phone: (303) 748-3304 Apex Companies, LLC Fax: 4150 DarleyAve., Suite 1 Received Date: 11/28/2017 9:40 AM Boulder, CO 80305 Analysis Date: 12/01/2017 - 12/02/2017 Collected Date: 11/22/2017 Project: Regen-171 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 1-1 Duct lining - Duct Gray/Black 50% Min. Wool 50% Non-fibrous (Other) None Detected work in mezzanine Fibrous 221708327-0001 Homogeneous HA: 1 2 -1 -Floor Tile Pink 12x12 VAT - White/Pink 25% Ca Carbonate None Detected Repaired areas on Non -Fibrous 75% Non-fibrous (Other) 221708327-0002 main floor Homogeneous HA:2 2 -1 -Mastic Pink 12x12 VAT - Yellow/Clear 100% Non-fibrous (Other) None Detected Repaired areas on Non -Fibrous 221708327-0002A main floor Homogeneous HA: 2 2 -1 -Leveler Pink 12x12 VAT - Gray 15% Quartz None Detected Repaired areas on Non -Fibrous 20% Ca Carbonate 221708327-0002B main floor Homogeneous 65% Non-fibrous (Other) HA: 2 2 -2 -Floor Tile Pink 12x12 VAT - White 100% Non-fibrous (Other) None Detected Repaired areas on Non -Fibrous 221708327-0003 main floor Homogeneous HA: 2 2 -2 -Caulk Pink 12x12 VAT - White 100% Non-fibrous (Other) None Detected Repaired areas on Non -Fibrous 221708327-0003A main floor Homogeneous HA: 2 2 -2 -Grout Pink 12x12 VAT - Gray 100% Non-fibrous (Other) None Detected Repaired areas on Non -Fibrous 221708327-0003B main floor Homogeneous HA: 2 3 -1 -Block Filler CMU Block Filler- Tan <1% Wollastonite 20% Ca Carbonate None Detected Front wall North Non -Fibrous 80% Non-fibrous (Other) 221708327-0004 Homogeneous Inseparable paint / coating layer included in analysis HA: 3 3 -1 -CMU CMU Block Filler - Gray 30% Quartz None Detected Front wall North Non -Fibrous 10% Ca Carbonate 221708327-0004A Homogeneous 60% Non-fibrous (Other) HA: 3 3 -2 -Block Filler CMU Block Filler - Tan 20% Ca Carbonate None Detected Front wall North Non -Fibrous 80% Non-fibrous (Other) 221708327-0005 Homogeneous Inseparable paint / coating layer included in analysis HA: 3 3 -2 -CMU CMU Block Filler- Gray 30% Quartz None Detected Front wall North Non -Fibrous 10% Ca Carbonate 221708327-0005A Homogeneous 60% Non-fibrous (Other) HA: 3 3 -3 -Block Filler CMU Block Filler - Gray/Tan 100% Non-fibrous (Other) None Detected Front wall North Non -Fibrous Ridge 221708327-0006 Homogeneous \Nt ieat Inseparable paint /coating layer included in analysis A Initial report from: 12/02/2017 16:54:12 grit ASS_PLM 0008_0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 1 of 8 EMSLOrder: 221708327 EMSL Analytical, Inc. Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: http://www.EMSL.com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type HA. 3 3 -3 -CMU CMU Block Filler - Gray 100% Non-fibrous (Other) None Detected Front wall North Non -Fibrous 221708327-0006A Homogeneous HA: 3 4 -1 -Block Filler CMU Block Filler - Tan <1% Wollastonite 20% Ca Carbonate None Detected Front wall South and Non -Fibrous 80% Non-fibrous (Other) 221708327-0007 South wall Homogeneous Inseparable paint / coating layer included in analysis HA: 4 4 -1 -CMU CMU Block Filler- Gray 30% Quartz None Detected Front wall South and Non -Fibrous 10% Ca Carbonate 221708327-0007A South wall Homogeneous 60% Non-fibrous (Other) HA: 4 4 -2 -Block Filler CMU Block Filler - Tan <1 % Wollastonite 20% Ca Carbonate None Detected Front wall South and Non -Fibrous 80% Non-fibrous (Other) 221708327-0008 South wall Homogeneous Inseparable paint coating layer included in analysis HA. 4 4 -2 -CMU CMU Block Filler - Gray 30% Quartz None Detected Front wall South and Non -Fibrous 10% Ca Carbonate 221708327-0008A South wall Homogeneous 60% Non-fibrous (Other) HA 4 4 -3 -Block Filler CMU Block Filler - Gray/Tan 100% Non-fibrous (Other) None Detected Front wall South and Non -Fibrous 221708327-0009 South wall Homogeneous Inseparable paint / coating layer included in analysis HA: 4 4 -3 -CMU CMU Block Filler - Gray 100% Non-fibrous (Other) None Detected Front wall South and Non -Fibrous 221708327-0009A South wall Homogeneous HA. 4 5 -1 -Block Filler CMU Block Filler - SE White 10% Ca Carbonate None Detected Coner Non -Fibrous 90% Non-fibrous (Other) 221708327-0010 Homogeneous Inseparable paint /coating layer included in analysis HA: 5 5 -1 -CMU CMU Block Filler - SE Gray 20% Quartz None Detected Coner Non -Fibrous 10% Ca Carbonate 221708327-0010A Homogeneous 70% Non-fibrous (Other) HA: 5 5 -2 -Block Filler CMU Block Filler - SE White 5% Ca Carbonate None Detected Coner Non -Fibrous 95% Non-fibrous (Other) 221708327-0011 Homogeneous Inseparable paint / coating layer included in analysis HA: 5 5 -2 -CMU CMU Block Filler - SE Gray 30% Quartz None Detected Coner Non -Fibrous 10% Ca Carbonate 221708327-0011A Homogeneous 60% Non-fibrous (Other) HA:5 5 -3 -Block Filler CMU Block Filler - SE White 100% Non-fibrous (Other) None Detected Coner Non -Fibrous 221708327-001,..,,, Homogeneous Insepar le paint / coating layer included in analysis HA. 5 5- CMU CMU Block Filler - SE Gray 100% Non-fibrous (Other) None Detected Coner Non -Fibrous 221 8327-0012A Homogeneous L Initiat+report from: 12/02/2017 16:54:12 ASB PLM 0008 0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 2 of 8 EMSL Analytical, Inc. EMSLOrder: 221708327 Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 hftp://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type HA: 5 6 -1 -Block Filler CMU Block Filler - White 5% Ca Carbonate None Detected Back Wall Non -Fibrous 95% Non-fibrous (Other) 221708327-0013 Homogeneous Inseparable paint / coating layer included in analysis HA: 6 6 -1 -CMU CMU Block Filler- Gray 30% Quartz None Detected Back Wall Non -Fibrous 10% Ca Carbonate 221708327-0013A Homogeneous 60% Non-fibrous (Other) HA: 6 6 -2 -Block Filler CMU Block Filler - White 10% Ca Carbonate None Detected Back Wall Non -Fibrous 90% Non-fibrous (Other) 221708327-0014 Homogeneous Inseparable paint/ coating layer included in analysis HA: 6 6 -2 -CMU CMU Block Filler- Gray 30% Quartz None Detected Back Wall Non -Fibrous 10% Ca Carbonate 221708327-0014A Homogeneous 60% Non-fibrous (Other) HA: 6 6 -3 -Block Filler CMU Block Filler - White 100% Non-fibrous (Other) None Detected Back Wall Non -Fibrous 221708327-0015 Homogeneous Inseparable paint/coating layerincluded in analysis HA: 6 6 -3 -CMU CMU Block Filler - Gray 100% Non-fibrous (Other) None Detected Back Wall Non -Fibrous 221708327-0015A Homogeneous HA: 6 7 -1 -Block Filler CMU Block Filler - White 5% Ca Carbonate None Detected Expansion Non -Fibrous 95% Non-fibrous (Other) 221708327-0016 Homogeneous Inseparable paint/ coating layerincluded in analysis HA: 7 7 -1 -CMU CMU Block Filler - Gray 30% Quartz None Detected Expansion Non -Fibrous 10% Ca Carbonate 221708327-0016A Homogeneous 60% Non-fibrous (Other) HA: 7 7 -2 -Block Filler CMU Block Filler - White 20% Ca Carbonate None Detected Expansion Non -Fibrous 80% Non-fibrous (Other) 221708327-0017 Homogeneous Inseparable paint/ coating layer included in analysis HA: 7 7 -2 -CMU CMU Block Filler - Gray 30°% Quartz None Detected Expansion Non -Fibrous 10°% Ca Carbonate 221708327-0017A Homogeneous 60% Non-fibrous (Other) HA: 7 7 -3 -Block Filler CMU Block Filler - Gray/White 100% Non-fibrous (Other) None Detected Expansion Non -Fibrous 221708327-0018 Homogeneous Inseparable paint coating layer included in analysis HA: 7 7 -3 -CMU CMU Block Filler - Gray 100% Non-fibrous (Other) None Detected Expansion Non -Fibrous 221708327-0018A Homogeneous 110o'city of HA: 7 8 -1 -White South rooftop - South White 15% Ca Carbonate Non Dry g, rooftop Non -Fibrous 85%Non-fibrous(Other) �vitRidge 221708327-0019 Homogeneous wilding iViSnn Initial reportfrom: 12/02/2017 16:54:12 ASB -PLM -0008-0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 3 of 8 EMSLOrder: 221708327 EMSL Analytical, Inc. Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 PfOJOCt ID: http://www.EMSL.com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type HA. 8 8 -1 -Top Black South rooftop - South Black 15% Synthetic 85% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0019A Homogeneous HA. 8 8 -1 -Bottom Black South rooftop - South Black/Yellow 2% Min. Wool 68% Non-fibrous (Other) None Detected rooftop Fibrous 30% Glass 221708327-00198 Homogeneous Result includes a small amount of inseparable attached yellow mineral wool insulation HA: 8 8 -1 -Fiberboard South rooftop - South Brown 98% Cellulose 2% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0019C Homogeneous HA: 8 8 -2 -Black 1 South rooftop - South Black 10% Synthetic 90% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0020 Homogeneous HA: 8 8 -2 -White 1 South rooftop - South White 100% Non-fibrous (Other) None Detected rooftop Non -Fibrous 221708327-0020A Homogeneous HA: 8 8 -2 -Black 2 South rooftop - South Black 10% Synthetic 90% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-00208 Homogeneous HA, 8 8 -2 -White 2 South rooftop - South White 100% Non-fibrous (Other) None Detected rooftop Non -Fibrous 221708327-0020C Homogeneous HA: 8 9 -1 -White North rooftop - North White 15% Ca Carbonate None Detected rooftop Non -Fibrous 85% Non-fibrous (Other) 221708327-0021 Homogeneous HA: 9 9 -1 -Black North rooftop - North Black 15% Glass 85% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0021A Homogeneous HA. 9 9 -1 -Brown North rooftop - North Brown 98% Glass 2% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-00218 Homogeneous HA:9 9 -2 -White Layer North rooftop - North White 100% Non-fibrous (Other) None Detected rooftop Non -Fibrous 221708327-0022 Homogeneous HA:9 9 -2 -Silver Paint North rooftop - North Silver 100% Non-fibrous (Other) None Detected rooftop Non -Fibrous 221708327-0022A Homogeneous HA: 9 9 -2 -Black Layer North rooftop - North Black/Yellow 5% Min. Wool 95% Non-fibrous (Other) None Detected rooftop Non -Fibrous 221708327-00226 Homogeneous Result includes a small amount of inseparable attached insulation HA: 9 10 -1 -Silver Paint Rooftop Wall North - Silver 100% Non-fibrous (Other) None Detected Rooftop Wall North Non -Fibrous 221708327-0023 Homogeneous Initial report from: 12/02/2017 16:54:12 ASS PLM 0003_0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 4 of 8 EMSL Analytical, Inc. EMSL Order: 221708327 Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 Customer PO: http://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous °% Type HA: 10 10 -1 -Top Black Rooftop Wall North - Black 5% Synthetic 95% Non-fibrous (Other) None Detected Rooftop Wall North Fibrous 221708327-0023A Homogeneous HA: 10 10 -1 -Brown Rooftop Wall North - Brown 15% Cellulose 20% Ca Carbonate None Detected Rooftop Wall North Fibrous 65% Non-fibrous (Other) 221708327-00238 Homogeneous HA: 10 10 -1 -Bottom Black Rooftop Wall North - Black 10% Synthetic 90% Non-fibrous (Other) None Detected Rooftop Wall North Fibrous 221708327-0023C Homogeneous HA: 10 10 -2 -Silver Paint Rooftop Wall North - Silver 100°% Non-fibrous (Other) None Detected Rooftop Wall North Non -Fibrous 221708327-0024 Homogeneous HA: 10 10 -2 -Black Roofing Rooftop Wall North - Black 100°% Non-fibrous (Other) None Detected Rooftop Wall North Non -Fibrous 221708327-0024A Homogeneous HA: 10 11-1 Caulking - Rooftop Gray/White 100% Non-fibrous (Other) None Detected wall Non -Fibrous 221708327-0025 Homogeneous Inseparable paint / coating layer included in analysis HA: 11 12 -1 -Stucco Stucco - Rooftop Gray/White 8% Glass 30% Quartz None Detected fagade Fibrous 10% Ca Carbonate 221708327-0026 Homogeneous 52% Non-fibrous (Other) Inseparable paint / coating layer included in analysis HA: 12 12 -1 -Foam Stucco - Rooftop White 100°% Non-fibrous (Other) None Detected fagade Non -Fibrous 221708327-0026A Homogeneous HA: 12 12 -1 -Drywall Stucco - Rooftop Brown/White 15% Cellulose 70% Gypsum None Detected faQade Fibrous 2% Glass 13% Non-fibrous (Other) 221708327-00268 Homogeneous HA: 12 12 -2 -Stucco Stucco - Rooftop Gray/White 8°% Glass 30°% Quartz None Detected fagade Fibrous 10% Ca Carbonate 221708327-0027 Homogeneous 52% Non-fibrous (Other) Inseparable paint /coating layer included in analysis HA: 12 12 -2 -Foam Stucco - Rooftop White 100% Non-fibrous (Other) None Detected facade Non -Fibrous 221708327-0027A Homogeneous HA: 12 12 -2 -Drywall Stucco - Rooftop Brown/White 15% Cellulose 70% Gypsum None Detected fagade Fibrous 2% Glass 13% Non-fibrous (Other) 221708327-00278 Homogeneous HA: 12 12 -3 -Stucco 1 Stucco - Rooftop Gray 100°% Non-fibrous (Other) None Detected fagade Non -Fibrous 221708327-0028 Homogeneous Inseparable paint/ coating layer included in analysis/r. nalysisClty C.tyof HA: 12 Wheat Ridge Initial report from: 12/02/2017 16:54:12 B� uilding Divison A58_PLM _0008_0001 - 1.78 Printed: 12/2/2017 2:54 PM Pa of 8 EMSL Order: 221708327 EMSL Analytical, Inc. Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: hftp://www.EMSL.com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 12 -3 -Tape Stucco - Rooftop White 98°% Min. Wool 2/ Non-fibrous (Other) None Detected facade Fibrous 221708327-0028A Homogeneous HA. 12 12 -3 -Foam Stucco - Rooftop White 100% Non-fibrous (Other) None Detected facade Non -Fibrous 221708327-00288 Homogeneous HA: 12 12 -3 -Stucco 2 Stucco - Rooftop Gray 100% Non-fibrous (Other) None Detected facade Non -Fibrous 221708327-0028C Homogeneous HA: 12 12 -3 -Drywall Stucco - Rooftop Brown 15% Cellulose 70% Gypsum None Detected facade Fibrous 2/ Glass 13% Non-fibrous (Other) 221708327-0028D Homogeneous HA: 12 13 -1 -Roofing Rooftop - North dock Black/Silver 15% Synthetic 5% Quartz None Detected rooftop Fibrous 10% Ca Carbonate 221708327-0029 Homogeneous 70% Non-fibrous (Other) HA: 13 13 -1 -Felt Rooftop - North dock Black/Yellow 5% Min. Wool 45% Non-fibrous (Other) None Detected rooftop Fibrous 50% Glass 221708327-0029A Homogeneous Result includes a small amount of inseparable attached yellow mineral wool insulation HA: 13 13-2 Rooftop - North dock Black/Yellow 2% Min. Wool 92% Non-fibrous (Other) None Detected rooftop Fibrous 6% Glass 221708327-0030 Homogeneous Result includes a small amount of inseparable attached insulation HA. 13 14 -1 -Roofing Rooftop - South dock Brown/Black 15% Synthetic 85% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0031 Homogeneous HA: 14 14 -1 -Fiberboard Rooftop - South dock Brown 98% Cellulose 2% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0031A Homogeneous HA: 14 14 -2 -Roofing Rooftop - South dock White/Black 10% Synthetic 90% Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0032 Homogeneous HA: 14 14 -2 -Fiberboard Rooftop - South dock Brown 98% Cellulose 2/ Non-fibrous (Other) None Detected rooftop Fibrous 221708327-0032A Homogeneous HA: 14 15 -1 -Block Filler CMU Texture - White 25% Ca Carbonate None Detected Exterior East wall Non -Fibrous 75% Non-fibrous (Other) 221708327-0033 Homogeneous Inseparable paint/ coating layer included in analysis HA: 15 15 -1 -CMU CMU Texture - Gray 30% Quartz None Detected Exterior East wall Non -Fibrous 10% Ca Carbonate 221708327-0033A Homogeneous 60% Non-fibrous (Other) HA: 15 15 -2 -Block Filler CMU Texture - White 25% Ca Carbonate None Detected Exterior East wall Non -Fibrous 75% Non-fibrous (Other) 221708327-0034 Homogeneous Initial report from: 12/02/2017 16:54:12 ASB PLM 0008_0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 6 of 8 EMSL Analytical, Inc. EMSLOrder: 221708327 Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type Inseparable paint / coating layer included in analysis HA 15 15 -2 -CMU CMU Texture - Gray 30% Quartz None Detected Exterior East wall Non -Fibrous 10% Ca Carbonate 221708327-0034A Homogeneous 60% Non-fibrous (Other) HA: 15 15 -3 -Block Filler CMU Texture - White 25% Ca Carbonate None Detected Exterior East wall Non -Fibrous 75% Non-fibrous (Other) 221708327-0035 Homogeneous Inseparable paint/ coating layer included in analysis HA: 15 15 -3 -CMU CMU Texture - Gray 30% Quartz None Detected Exterior East wall Non -Fibrous 10% Ca Carbonate 221708327-0035A Homogeneous 60% Non-fibrous (Other) HA: 15 15 -4 -Block Filler CMU Texture - White 25% Ca Carbonate None Detected Exterior East wall Non -Fibrous 75% Non-fibrous (Other) 221708327-0036 Homogeneous Inseparable paint / coating layer included in analysis HA: 15 15 -4 -CMU CMU Texture - Gray 30°% Quartz None Detected Exterior East wall Non -Fibrous 10% Ca Carbonate 221708327-0036A Homogeneous 60% Non-fibrous (Other) HA: 15 15 -5 -Block Filler CMU Texture - Tan/White 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0037 Homogeneous Inseparable paint/ coating layer included in analysis HA: 15 15 -5 -CMU CMU Texture - Gray 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0037A Homogeneous HA: 15 15 -6 -Block Filler CMU Texture - Tan/White 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0038 Homogeneous Inseparable paint/ coating layer included in analysis HA: 15 15 -6 -CMU CMU Texture - Gray 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0038A Homogeneous HA: 15 15 -7 -Block Filler CMU Texture - Tan/White 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0039 Homogeneous Inseparable paint / coating layer included in analysis HA: 15 15 -7 -CMU CMU Texture - Gray 100% Non-fibrous (Other) None Detected Exterior East wall Non -Fibrous 221708327-0039A Homogeneous HA: 15 16 -1 -Block Filler CMU Block Filler - White 10% Ca Carbonate None Detected Battery Storage Non -Fibrous 90% Non-fibrous (Other) 221708327-0040 Room Homogeneous Inseparable paint/ coating layer included in analysis HA: 16 Clty Ot Wheat Ridge Initial report from: 12/02/2017 16:54:12 Building Divlson ASB -PLM -0008-0001 - 1.78 Printed: 12/2/2017 2:54 PM 7 of 8 Analyst(s) Gentry Catlett (38) Stuart Printz (58) Amanda Lang, Asbestos Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 12/02/2017 16:54:12 ASB -PLM -0008_0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 8 of 8 EMSL Order: 221708327 EMSL Analytical, Inc. Customer ID: AXBC42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: http://www.EMSL.com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 16 -1 -CMU CMU Block Filler- Gray 30°%Quartz None Detected Battery Storage Non -Fibrous 10% Ca Carbonate 221708327-0040A Room Homogeneous 60°% Non-fibrous (Other) HA: 16 16 -2 -Block Filler CMU Block Filler - White 15% Ca Carbonate None Detected Battery Storage Non -Fibrous 85% Non-fibrous (Other) 221708327-0041 Room Homogeneous Inseparable paint / coating layer included in analysis HA. 16 16 -2 -CMU CMU Block Filler- Gray 30% Quartz None Detected Battery Storage Non -Fibrous 10% Ca Carbonate 221708327-0041A Room Homogeneous 60% Non-fibrous (Other) HA: 16 16 -3 -Block Filler CMU Block Filler - Tan/White 100% Non-fibrous (Other) None Detected Battery Storage Non -Fibrous 221706327-0042 Room Homogeneous Inseparable paint / coating layer included in analysis HA: 16 16 -3 -CMU CMU Block Filler- Gray 100% Non-fibrous (Other) None Detected Battery Storage Non -Fibrous 221708327-0042A Room Homogeneous HA. 16 Analyst(s) Gentry Catlett (38) Stuart Printz (58) Amanda Lang, Asbestos Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 12/02/2017 16:54:12 ASB -PLM -0008_0001 - 1.78 Printed: 12/2/2017 2:54 PM Page 8 of 8 OrderID: 221708327 EMSL ANALYTICAL. INC. Asbestos Bulk Building Material Chain of Custody EMSL Order Number (Lab use Only. :�?1 g�� z EMSL ANALYTICAL INC 200 ROUTE 130 NOP,TH CINNAMINSON. NJ 08077 PHONE: (800) 220-3675 FAx (856)786-597 company: Apex Companies EMSL-Bill to: ❑ Same ❑ Different If Bill to is Different note instructions in Comments— Third Part Billin requires written authorization from third art Street: 4150 Da_r1_e Ave Ste 1 city: Boulder State/Province: CO Zip/Postal-Code: 80503 1 Country: US Telephone #: 303-748-3304 Fax #: _ Purchase Order: Please Provide Results: ❑ Fax ❑ Email CT Samples: ❑ Commercial/Taxable ❑ Residential/Tax Exempt Report To (Name): John West Email Address: eXCOS.com Project Name/Number: _ U.S. State Samples Taken: Co Turnaround Time (TAT) Options" — Please Check ❑ 3 Hour I ❑ 6 Hour I ❑ 24 Hour I ❑ 48 Hour I ❑ 72 Hour I EX 96 Hour I ❑ 1 Week 10 2 Week •For TEM Air 3 hr through 6 hr, please call ahead to schedule. *There is a premium charge for 3 Hour TEM AHERA or EPA Level 11 TAT You will be asked to sign an authorization form for this service_ Analysis completed in accordance with, EMSL's Terms and Conditions located in the Analytical Price Guide. PLM - Bulk ireDorting limit) [$ PLM EPA 600/R-93/116 (<1%) ❑ PLM EPA NOB (<I%) Point Count ❑ 400 (<0.25%) ❑ 1000 (<O.1%) Point Count w/Gravimetric ❑ 400 (<0.25%) ❑ 1000 (<0 1 %) ❑ NIOSH 9002 (<1%) ❑ NY ELAP Method 198 1 (friable in NY) ❑ NY ELAP Method 198.6 NOB (non -friable -NY) ❑ OSHA ID -191 Modified ❑ Standard Addition Method TEM — Bulk ❑ TEM EPA NOB — EPA 600/R-931116 Section 2.5.5.1 ❑ NY ELAP Method 198.4 (TEM) ❑ Chatfield Protocol (semi -quantitative) ❑ TEM % by Mass — EPA 600/R-931116 Section 2.5.5 2 ❑ TEM Qualitative via Filtration Prep Technique ❑ TEM Qualitative via Drop Mount Prep Technique Other _ ❑ Fo' Positive Stop — Clearly Identify Homogenous GrouDate Sampled: 1 Samplers Name: John West Samplers Signature: t Sample # HA # Sample Location Material Description c� Client Sample # s): _ - {l Total # of Samples: Relinquished (Client}: Date: r 173 Time: Received (Lab): Date: 11 02 Time: Comments/Special Instructions: City of rE I g �� r b i J Controlled Document -Asbestos COC - R5 - 11 fM2012 '+ Page 1 of - pages Paqe 1 Of BuildiJDivison OrjerlD: 12110832/ Ci O N a--1 x Li 4A QJ Ln rno > O fa 00 ca. Q 0 ? U U XQ7 Q O Q O O Q L1 0 CL N u Z Q U OJNI 1NHID Paae 2 Of m • 0 n N C C d j C � O C c G U 'a+ N � + C r O U E v m O E o C O i+ o u v u o JCL o G � QI s (m0 m ` m fa (6 N CJ VI o0 00 oD 5O �_ 00 t6 aD fa a0 fa 00 (a y d v 16 O Q) 7 v Z Q/ -o QI a Ql V v v ul v v Vl v v LA v v N v v V) v v V1 v v N v v N � c� n A ? o � y 61 a i C !^ l' 7 o v o v E ° s u uJ J t eY + ` C J cL LL (� c U �I -L x! v c c +' N IV! �UUj� In V _ N i9 � U � G e U II_- 1 A .� C a a S _ C !� a v u c -< an V 1 � � _ x O S rr Paae 2 Of OrderID: 221708327 O z c x v z 0 P: u w O_ Z_ U1 0 coLU V7 Q a 0 O H U) D u x U r CL Pane 3 Of c o +• O' u c a m E E 0 c 0 z c C a 0 r q x C O a• A V y J v E E E E E E E E E y m cn an m a`o ro m a`o m ru m ro oA co no m m m a a v w a a) a) a a a Q; a V) a cn V) a Q3 o cn a V) cu Cil to d fO C a c N N a o a a a E �= u 3 c� of u J O c O •NLnF �^ Ln a t D m c f � `II O U c N d L � C � C n Rt � d E L L 0 '; U n C � x O — 10 W a 21 Pane 3 Of Or der ID: 2Z170c5 i r x U Z O O U > w � Z vFi D O v Ln W d LoQ 'uI E 0 V O ax, a, — axi O CL E Q a- w 7S .a Y a H a m O' r 1_ F C O �Y 0 N � d a J D• ro a7 a u V) -O � — y VVi V — V l%1 d N th v N ✓1 v Ln to N V7 N N Ln y 'c y N ro c+ T a v a r CL a� p io �lllll n v, V Nq v L 0 N VI V C �L V tt A � O Y x.v a ` ° 6 s V Z x j = .r c s N cu v a Q7 IEO 1 _ �/ 11 �✓ = C m f Page 4 Of 7 OrderID: 221708327 C � o O u G O'. t y K C CJ C L O ?� } O Q O U) N N E 'D M di N p ti45 Z Q J Q1 °D 03NI 31IS 0 Z a u g 0 0 u IL p V1 O u N LUm N Q 40 EI O U y� N a?� 3 > O C C M L M a o6 o VO ^.. a DMDru mO C M � r v _ Fo Q; � E 4 a Lu f t rs 0 H c d c a E R E c 0 u 0 E ''a C U � a D M � C O � u is n U O � Ol y CL E E E E E E E E E F til UL OO OA eA (6 fO ru !C fU �O m �6 m (6 m t0 N 4J cu Q W N Q1 cu .N v N v a v N Q) N cu Vt a v C� Ln Ln {n V1 N Ln n � n � � � c ai C y v a a O J a m VE ami E t- C 0 2 T o U x c k f Vl Vi L1 VI E in N un Z un Z LA f tf) LA 7 f � � O U > �o c i U A c o +oi O 10 a+ g ry t '� O u �, — t 6J. CL N � � ,I h H J U � n x O= q �Ity G 75 E ri i 2 o >t V C / ¢roy-� t `� t Pace 5 Of 7 idge ildiliCj Dw{$O orae!:D: 2217:::27 § z u j \ \ / \ x Lj � � k / y e / 2 \ } \ { \ \ / \ / _ ) * \ \_ FEZ\ƒ\ E § 0 2 c � \ r / j $/2 » °© `k{ 2s \ o \ E \ t } \ J \ \ t u k zaae 6 of 7 � \ / _ ) * \ \_ \txo E 0 /El � \ _ a. LrI \ / \ \ \ \ \ \ \ � � Ell \ - � � \ ; j ) fl L 3 , I \ w � Z 2 \k ; �\ ZI# 2 - � zaae 6 of 7 I I OrderID: 221708327 0 a; Ln a� a) V) E � r Z Q U N 0:1NI3IIS II O a ~ LO 77 F- Z 0 ani+' 10 C O i o 0 07 LA 0 E L v 0: *, 00 x a (.n o � m a co Z° U i o `° _ u V Q1 a E ' U) U akin a 0LL o ¢ v m U) a� u W? 6' O a ma i N 41 v f9 a U a ai E (U Lr) u z Q U U OJNI INWT) O a ~ LO 77 F- C C. 10 O' 0 ani+' 10 C O i o v � 07 LA 0 E v 0: *, V c x a O U � c l� l ro � 0 u V Q1 a E m Ln i� r � V n a� u c 6' O L U i G1 V) 41 v f9 E E 0 ua� u, m LO 77 F- Ln I 0 i o = o 0 N o C O LA 0 x a � m G a l � u V Q1 O r � a� u 3 o O C G1 V) 41 v f9 a Q in C: u E E U 0 ua� u, m LO 77 F- Ln I N 2: NCH i o = o 0 N o C O � � r � o� a o f9 Cl - Lu M w= s 0 o _ ? n cg, ofai CL75 v i E �+ iv _13& �+ v Paae 7 Of 7 ATTACHMENT 5 APEX INSPECTOR AND LABORATORY CERTIFICATIONS A APEX k 1,4 X Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that John West Certification No.: 6530 A. '71 .1 -1 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Inspector/Management Planner* Issued: April 13, 2017 Expires: June 26, 2018 This certificate Is valid only with the possession of a current -approved training course cerdflcation Dlvhlon In the discipline specified above Authe ARCD Representative SEAL ............ .......................... ............................... 'V. I ` rt? -�11'74,fM ........................ I ...... ... ................ .... ...... ............ .. O � Q o N ,n °-00 LO o N U Woo C opo 0 co co C, - a� � W co �' o`� , a O � U N v a`� ��% Q) (J o O Np CC v.RU ,tD o'GE ` °'NI w Q d CO CL Cl) y— Q co V2 O lybtl3Q �N`�� U '1 � -+.0 CD E: y � � � o � to c' v = C °' o O }' O N � Z / WQl ■ L o rW �'ir 9vilo at�j j910. @ �O' ATTACHMENT 6 CARDO ATC AND FOOTHILLS ENVIRONMENTAL, INC. REPORTS �I APEX m A4 REBAR 16' LONG, DRILL 4" WITH 9/I6' CONCRETE DO NOT DOWEL SLAB INTO STEM HALL. BIT AND HAMMER IN or EPDXY TO PROVIDE SECURE PROVIDE 112' EXPANSION MATERIAL AT ATTACHMENT TO EX1571Nr SLAB. REBAR AT 24' O.G. CMU. TRIM EXISTING RIGID IN5LLATION 5TA66ER REBAR 12' 50 THEY DO NOT AL16N. BELOW SLAB 50 IT IS NOT EXPOSED IN 1 SUITE. TRENCH OR SLAB / CONCRETE SLAG ON GRADE. MATCH l <8> TROYEL FINISH. GUT CONTROL JOINTS TO ALIGN WITH EXISTING. _ PROVIDE 10 MIL VAPOR BARRIER 1 BELOW SLAB TO MATCH EXISTING. I ,1 I INSTALL BA5E AND COMPACTED 1 I 1 I BACKFILL TO MATCH EXI5TIN6. 03 SLAB PATCH DETAIL 3G Vl'. FP 02 DEMO MEZZANINE PLAN I I I I I I I I I I I I I I I I I I ' 041-8'_ 181.0' U D s I I I I �--1' 13 i I I I I I I I I I I II I I i j I I I I IL I I I �____� i -i ------- -i---------T--------------i --- - - - �- r_ �_- - I I I 12 I I I I I I I I I I I I I I I S I ` -----f'-------�------f------$ -------------,-----------------------------------Z--------------------�------i—I------- 41— A, 0 I I I I I I I I I I 1 I I I 1 IIL �----------- I--- - S _ I I�-_1___ N 1 1 c) - - - L_ p I <0> 1" L DEMO CMI I Imm r�li n I I ENTRY 1 Cm _ - CH1 O REMAJN 01 DEMO FLOOR PLAN —1— I I I I I b UN Eel V el ADJACENT RETAIL PETSMATT TYPIGAL PLAN NOTES 13 PROTECT INTERIOR FACE OF CMV WALLS THAT 1 ExI5Nl6 TO RETOVN 2I --- C 1 FO ATIONS AT EXTERIOR YORK. COORDINATE 1 LOCATIONS H1H SHELL REMODEL DRAH1491, l <8> 54VVt SLAB FOR NEK SANITARY. COORDINATE LOCATION AND PATCH SLAB AW 1 1 I SBL REMODEL DRAHNSS. 1 DECO EXISTINS SHOW DASHED. COORDNATE I ,1 I -ITN SPELL REMODEL TXRAHINGS. 1 I 1 I A -1 -OH FOR ADDITIONAL SLAB CUTINS AS -------- I NEEDED FOR UDEFt SLAB WORK. NEEDS � I OEO EXISTING STAIR AND 5WPS LADDER 02 DEMO MEZZANINE PLAN I I I I I I I I I I I I I I I I I I ' 041-8'_ 181.0' U D s I I I I �--1' 13 i I I I I I I I I I I II I I i j I I I I IL I I I �____� i -i ------- -i---------T--------------i --- - - - �- r_ �_- - I I I 12 I I I I I I I I I I I I I I I S I ` -----f'-------�------f------$ -------------,-----------------------------------Z--------------------�------i—I------- 41— A, 0 I I I I I I I I I I 1 I I I 1 IIL �----------- I--- - S _ I I�-_1___ N 1 1 c) - - - L_ p I <0> 1" L DEMO CMI I Imm r�li n I I ENTRY 1 Cm _ - CH1 O REMAJN 01 DEMO FLOOR PLAN —1— I I I I I b UN Eel V el ADJACENT RETAIL PETSMATT TYPIGAL PLAN NOTES 13 PROTECT INTERIOR FACE OF CMV WALLS THAT OI ExI5Nl6 TO RETOVN lq EXISnNS S110YN DA' ,s. DEMO ®PEMO FO ATIONS AT EXTERIOR YORK. COORDINATE Ib LOCATIONS H1H SHELL REMODEL DRAH1491, l <8> 54VVt SLAB FOR NEK SANITARY. COORDINATE LOCATION AND PATCH SLAB AW SBL REMODEL DRAHNSS. DECO EXISTINS SHOW DASHED. COORDNATE 19 -ITN SPELL REMODEL TXRAHINGS. A -1 -OH FOR ADDITIONAL SLAB CUTINS AS NEEDED FOR UDEFt SLAB WORK. NEEDS //�� CCVS) OEO EXISTING STAIR AND 5WPS LADDER DEMO EXISnNS HALL. SEE SHELL REMODEL PLANS FOR DIMENSIONS. SHORINS BY 6C. TEMPORARY WILL PER KEY NOTE H. REHK E EXISTING BI VENEER. TIES AND MAKE SURFACE READY FOR MIME STUCCO HALL FINISH 10 �'D �P1'�+T AND POIER SLPPLY MARK MARK 'D' =DEMO DOOR R JA`B DDDR II MARK R)P • E1I 'o TO REWN DOOR MARK 'OX -R' • INSTALL DOORiFO LlOOR DOOR MARK 'O%-5' •SALVAGE DOOR FOR 6E✓EBAL� I. DEMOLITION SCOPE INCUADE5 ALL TENANT IHPR<TETENfS. 2. REFER TO RECORD DRAHN55 OF THE EASTI 6 BNLDIN6 FOR EXISTN6 CONDITIONS AND AREAS THAT ARE NODE- BY FINISHES. 3. FLOORS ARE TO BE PATCHED AND READY FOR FVRRE THRMTS FINI'E ES 4. LN -ESS NOTED TO BE RE)MONN EILLVIS STWICA RAL ITEM5 ARE TO REMAIN 5. REMOVE WYOR I HALL GRAPHICS 6. REMOVE HAN6ER5. STRAPS. CABLES. BIOCKINI5, IAIVSED CONDUIT, PIPES, CCTV SYSTEM, UNUSED ALAd SYSTEM, ETC, LNLF55 SPECFICALLY REGUIREO FOR EraRFJ OR SHELL BUILDINS 5Y5TE S. T. IT IS THE CONTRACTOR5 RESPONSIBILITY TO FIELD VERIFY SOPE OF HOW. 8. ITEMS R5GIUIRIN6 RECYCLINS OR REWRIN6 SEPARATE HASTE CONTANERS AND HASTE HANAGEENT ARE THE RESPONSIBILITY OF THE CONTRACTOR 9.DUCTHORK FROM TEPORARY NEAT RMTO REMiN. 10. HERE REINFORCING TIES OR CONNECTS INTERIOR SLAB WORK NTN EXTERIOR 510EHALK WORK, CONFIRM HTH RESENGY PROJECT MaxaAER F RSW HILL BE NEEDED FOR FUTURE CONNECTIONS HTN HAROSCAPE AND 51DEHALKS. 11. IF THE DEMO HORK REUIRE5 REMOVAL OF IMERIOR FLOOR SLAB, PATCH SLAB PER DETAIL A2.003 m 11110" vw4wo Regency, renters. DEMO & COLD T'lADV euUT T AFFLE WUUll VILLAGE 3600 Youngfield Street WHEAT RIDGE, CO 80033 mos Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 303.759.5777 www.naosdg.com 1415 PARK AVENUE WEST DENVER, COLORADO 80205 303.357.1998 3mmutd gmgineers.Dom RTRNCTNRAL ENGINEERING 6707 MANCHESTER CIRCLE, SUITE 100 BOULDER, CO 80301 303.499.3022 w .asmntgrp—m ISSUE LOG NO. DESCRIPTION DATE 1 10D%SET 11/2I/17 JOB: SCALE: 2017093 NOTED SHEET NO. A2.0 DEMO PLAN ,! j SLAB, REMOVE ANGDR BOLTS. 13 PROTECT INTERIOR FACE OF CMV WALLS THAT RE".. lq E*STINB UPACT DOORS TO REHM IS E:cPinN6 G0.UIR5 TO REMAIN Ib TEPORARY INFILL SMEAR TO MOO4 l <8> ---- EDCONY.REIECARTCLRBDEMO DEMO51DBiALK, STEPS. BOLLARDS AND CURB. SEE CML. SAP1'AfT AT TRAWATION TO EASTIN 5 TO REMAIN 19 RF'IHALL SHELL REMODEL PLANS TEP WORK PER DETAIL A4004. FIELD COORDINATE H1H REGENCY PRO,FLT MANSE R INS ALL SAW TAL ,1 INE -HEY TO MAKE 5ECLRE. 21 DEMO GARDEN CENTER PERIMETER, CaLNN5, OVERHEAD STRICTURE. LIGHTS AND CONCRETE PAV06 DEMO AUTO SLIOH2 DOORS QFLOORS ROLLN6 SHELVING RAILS AND PATCH FLOOR 5HCL0TI1 AND LEVE_. DEMO HEZZANNE CLORDINATE HM SHELL REMODEL DRAHNGS. / eFUTURE TBVNT OE115M6 WJ.LS. SEE SFBL REMOVE. ORAHNS . / QOED LHl AND ROOF AT HALMART DOCK. / QDED CFU AT MfTURE DOOR SEE 519_L REYN.B ORAYdNY. 6E✓EBAL� I. DEMOLITION SCOPE INCUADE5 ALL TENANT IHPR<TETENfS. 2. REFER TO RECORD DRAHN55 OF THE EASTI 6 BNLDIN6 FOR EXISTN6 CONDITIONS AND AREAS THAT ARE NODE- BY FINISHES. 3. FLOORS ARE TO BE PATCHED AND READY FOR FVRRE THRMTS FINI'E ES 4. LN -ESS NOTED TO BE RE)MONN EILLVIS STWICA RAL ITEM5 ARE TO REMAIN 5. REMOVE WYOR I HALL GRAPHICS 6. REMOVE HAN6ER5. STRAPS. CABLES. BIOCKINI5, IAIVSED CONDUIT, PIPES, CCTV SYSTEM, UNUSED ALAd SYSTEM, ETC, LNLF55 SPECFICALLY REGUIREO FOR EraRFJ OR SHELL BUILDINS 5Y5TE S. T. IT IS THE CONTRACTOR5 RESPONSIBILITY TO FIELD VERIFY SOPE OF HOW. 8. ITEMS R5GIUIRIN6 RECYCLINS OR REWRIN6 SEPARATE HASTE CONTANERS AND HASTE HANAGEENT ARE THE RESPONSIBILITY OF THE CONTRACTOR 9.DUCTHORK FROM TEPORARY NEAT RMTO REMiN. 10. HERE REINFORCING TIES OR CONNECTS INTERIOR SLAB WORK NTN EXTERIOR 510EHALK WORK, CONFIRM HTH RESENGY PROJECT MaxaAER F RSW HILL BE NEEDED FOR FUTURE CONNECTIONS HTN HAROSCAPE AND 51DEHALKS. 11. IF THE DEMO HORK REUIRE5 REMOVAL OF IMERIOR FLOOR SLAB, PATCH SLAB PER DETAIL A2.003 m 11110" vw4wo Regency, renters. DEMO & COLD T'lADV euUT T AFFLE WUUll VILLAGE 3600 Youngfield Street WHEAT RIDGE, CO 80033 mos Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 303.759.5777 www.naosdg.com 1415 PARK AVENUE WEST DENVER, COLORADO 80205 303.357.1998 3mmutd gmgineers.Dom RTRNCTNRAL ENGINEERING 6707 MANCHESTER CIRCLE, SUITE 100 BOULDER, CO 80301 303.499.3022 w .asmntgrp—m ISSUE LOG NO. DESCRIPTION DATE 1 10D%SET 11/2I/17 JOB: SCALE: 2017093 NOTED SHEET NO. 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DEMOLITION SCOFF INCAAM ALL TENANT RfVDVSEN15. 2. REFEt TO IMCOW PNAHNSS OF THE EXSTMB BULOMB FOR EXSTINS COIDITICNS AND AIWAS THAT ARE HIPM BY FINSIES. 3. LAY -IN AND HARD MI -W05 NOT SPECIFICALLY NOTED ARE TO BE REMOVED. 4. DEMO LiSOM CCTV. SPEAKERS WSW ALARE,. ETC. M EXTERX)R CANOPIES AND GARDEN CEMBL S. COORDINATE NOW HTH SHELL IM -D rXXJAEMTS 1415 PARK AVENUE WEST DENVER, COLORADO 80205 303.357.1998 3mnsulUngengine .mm ASCENT eraueruaw� ■rneuelee 6707 MANCHESTER CIRCLE, SUITE 100 BOULDER, CO 80301 303.499.3022 www.wmntgrpxom ISSUE LOG NO. DESCRIPTION DATE 1 10D% AST 1,R2H7 JOB: SGALE 093 : 2017NOTED SHEET NO. A3.0 DEMO CEILING PLAN .j L-� Regenr- Cente, . TYPICAL CEILING NOTES DEMO & COLD OI ® DARK SHELL 0 DBD new 511PPO". C-mmT. CALFS. ETC REMODEL ® SET'. APPLEWOOD ®FUYW MIXAKS rMR Y NEATMST TOL VILLAGE ® EXiSTMSSOFFITTORBHNNPAT"AID MI;TMPOM "TATEASEAO�B 3600 Youngfield Street ®MVJGTGB1EwIPMENT,HWM .EXHAWT WHEAT RIDGE, CO FNB, ETC. 80033 naos Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 303.759.5777 www.naosdg.com I. DEMOLITION SCOFF INCAAM ALL TENANT RfVDVSEN15. 2. REFEt TO IMCOW PNAHNSS OF THE EXSTMB BULOMB FOR EXSTINS COIDITICNS AND AIWAS THAT ARE HIPM BY FINSIES. 3. LAY -IN AND HARD MI -W05 NOT SPECIFICALLY NOTED ARE TO BE REMOVED. 4. DEMO LiSOM CCTV. SPEAKERS WSW ALARE,. ETC. M EXTERX)R CANOPIES AND GARDEN CEMBL S. COORDINATE NOW HTH SHELL IM -D rXXJAEMTS 1415 PARK AVENUE WEST DENVER, COLORADO 80205 303.357.1998 3mnsulUngengine .mm ASCENT eraueruaw� ■rneuelee 6707 MANCHESTER CIRCLE, SUITE 100 BOULDER, CO 80301 303.499.3022 www.wmntgrpxom ISSUE LOG NO. DESCRIPTION DATE 1 10D% AST 1,R2H7 JOB: SGALE 093 : 2017NOTED SHEET NO. A3.0 DEMO CEILING PLAN .j L-� City of COMWheat idge MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 August 16, 2018 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3600 Youngfield Street, Suites 100, 120, 140, 160 and 180 CURRENT ADDRESS: • 3600 Youngfield Street Tract/Key B, Section 29, Parcel #: 39-292-05-019 [lly Ill [17;7 VA Ii 113'WO DISTRIBUTION: DATE: $/ 16 / Lr 1. Property Owner 2. AddressingAieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to erlinda j.martinez(cr�,usps.gov and krissy.i.summerfield(a-)usps.gov and arlene.a.vickrey(o)usps.gov and billy. e.coghill(a)usps.gov 6. Xcel Energy, Sandra.cardenas(a)xcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Consolidated Mutual Water District 10. Westridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.com s DATE: Vicinity Map I I I ! I I I Fe= it ,s a� sf r- 1 I I i I � i I P6,52� sf zzlsoz of i 122,708 if I 10,831 sf s` I160l—�40-100 f P _ • I • 1 FLOOR PLAN Youngfield Street aN 4 City of Wheat Ridge Commercial Miscellan PERMIT - 201700099 PERMIT NO: 201700099 ISSUED: 04/12/2017 JOB ADDRESS: 3600 Youngfield ST EXPIRES: 04/12/2018 JOB DESCRIPTION: New Verizon Wireless CMRS small cell facility consisting of a cabinet mounted to exterior of building, single panel antenna mounted to exterior of building along with associated radios, transmission cables and utilities (including power from existing buildings and new fiber brought to site) *** CONTACTS *** OWNER WAL-MART GC (303)703-4667 Aaron Kinstrom 021072 Front Range Wireless, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 30,000.00 FEES Total Valuation 0.00 -•i Plan Review Fee Use Tax 324.71 540.00 c Permit Fee 499.55��'�f` ** TOTAL ** 1,364.26 *** COMMENTS *** *** CONDITIONS *** BT: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. MR: Approved. �a PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Miscellan PERMIT - 201700099 201700099 ISSUED: 3600 Youngfield ST EXPIRES: New Verizon Wireless CMRS small cell facility mounted to exterior of building, single panel of building along with associated radios, tray (including power from existing buildings and r 04/12/2017 04/12/2018 consisting of a cabinet antenna mounted to exterior smission cables and utilities ew fiber brought to site) I, by my signature, do he attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erriit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfoiv7n and tha I w� to be performed is disclosed in this document and/or ins' accompanying approved plans and specifications. 2 /! Signature of ;,.01CVNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c0'&any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of W heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a ci wheatridoe co us x FOR OFFICE USE ONLY Date: Plan/Permit # ''01-100099 ' 1 j ` 0 00 9 9 1 i Plan Review Fee: t-3 1 Building Permit Application PAID *' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. " Property Address: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 Property Owner (please print): KELLY DAIL Phone: 479-204-0278 Property Owner Email: Mailing Address: (if different than property address) Address: PO BOX 8050 State, Zip: BENTONVILLE, AR 72712 Architect/Engineer: STEVE MUSTARO Arch itectlEngineer E-mail: smustaro@aerosolutionsllc.comPhone: 720-381-2858 Contractor: TBD Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # C1 rv�� �' � re W Plumbing: W.R. City License # Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form FA COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ® OTHER (Describe) New Verizon Wireless small cell installation on existing building (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) New Verizon Wireless CMRS small cell facility consisting of a cabinet mounted to exterior of building, single panel antenna mounted to exterior of building along with associated radios, transmission cables, and utilities (including power from existing building and new fiber brought to the site). Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 111 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o (AUTHORIZED REPRESENTATIVE) o (OWNER) (CONTRACTOR) Electronic Signature (first and last name): Sr>=VE MUSra 120 DATE: 01-25-17 DEPARTMENT USE ONLY ZONING COMMMENTS: � � OCCUPANCY CLASSIFICATION: Reviewer: BUILDINGDERMTMENT COMMENTS: Reviewer.- Building Division Valuation: $ Raymond Taylor From: Raymond Taylor Sent: Friday, November 04, 2016 4:41 PM To: 'Weber, Carol' Subject: Walmart Wheat Ridge Zoning Approval Hi Carol, Below is the approval for the Walmart Wheat Ridge SC, this project is ready to move forward to permitting. From: Lisa Ritchie [mailto:lritchie@ci.wheatridge.co.us] Sent: Tuesday, October 18, 2016 4:02 PM To: Raymond Taylor <r.taylor@sure-site.com> Subject: Verizon building mounted CMRS at 3600 Youngfield Street As of 10/18, no further action is required with the planning department for the Verizon telecommunications installations at the Walmart located on 3600 Youngfield Street. This project may go through the building permit process for approval. Thanks, Lisa Ritchie Planner II 7500 W. 291h Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2852 FAX: 303-235-2852 www.ci.wheatridge.co.us City of Wheat l icic 1Y DIV1I(W"JN1 6' CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Raymond Taylor From: Raymond Taylor Sent: Friday, November 04, 2016 4:41 PM To: 'Weber, Carol' Subject: Walmart Wheat Ridge Zoning Approval Hi Carol, Below is the approval for the Walmart Wheat Ridge SC, this project is ready to move forward to permitting. From: Lisa Ritchie[mailto:lritchie@ci.wheatridge.co.us] Sent: Tuesday, October 18, 2016 4:02 PM To: Raymond Taylor <r.taylor@sure-site.com> Subject: Verizon building mounted CMRS at 3600 Youngfield Street As of 10/18, no further action is required with the planning department for the Verizon telecommunications installations at the Walmart located on 3600 Youngfield Street. This project may go through the building permit process for approval. Thanks, Lisa Ritchie Planner II 7500 W. 291h Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2852 FAX: 303-235-2852 www.ci.wheatridge.co.us City c)f CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. November 21, 2016 Mike Giovanni Verizon Wireless 3131 South Vaughn Way I Suite 550 Aurora, CO 80014 Subject: Structural Analysis Carrier Designation: Analysis Criteria: Engineering Firm Designation: Site Data: Mike, AeroSolutionS LLC Optimizing Your Tower Infrastructure Aero Solutions LLC 5555 Central Avenue, Suite 100 Boulder, CO 80301 720-304-6882 Carrier Site Name: Walmart Wheat Ridge SC Codes: IBC 2012 w/ Local Amendments ASCE 7-10 AISC 360-10 Aero Solutions LLC Project Number: 097-16-0002 Walmart Wheat Ridge SC 3600 Youngfield Street, Wheat Ridge, CO 80033 Aero Solutions LLC is pleased to submit this passing structural analysis of the existing building for installing one (1) proposed panel antenna, two (2) proposed RRHs, and one (1) proposed OVP on the exterior building wall and rooftop. Additionally, (1) Charles Cube cabinet is to be installed on the exterior wall of the building at ground level. The proposed HEX6564CW000OG panel antenna is to be installed on a proposed 2.0" STD pipe mast supported by two (2) Site Pro 1 SP250 angle mounts, or approved equal, at a RAD center of approximately 22'-0" AGL. The proposed mounts should be thru-bolted to the exterior wall using 1/2"0 thru bolts and 15" long 3"x1/4" backing plates. The proposed RRHs and OVP are to be installed on a proposed SiteProl TRPD-HD ballast mount with a T-0" tall 3.0" STD pipe mast, on the building roof just behind the proposed panel antenna. The proposed B66a RRH and OVP should be installed such that the center of each is approximately 5'-0" above roof level, and the proposed B25 RRH should be installed such that its centerline is approximately 2'-0" above roof level. The proposed tripod mount requires a minimum of 205 lbs of ballast per side, 615 lbs total. The proposed equipment cabinet should be mounted to the exterior wall using 1/2"0 thru-bolts, and installed per manufacturer recommendations. Please refer to Appendix A for supporting structural calculations. The contractor is to verify all assumptions in this report prior to starting construction. Any discrepancies shall be brought to the attention of the engineer. Prepared by: Steve Mustaro, EIT Respectfully submitted by: Matthew Chase, P. E. Structural Engineer CO PE#: 47078 Expires: 10/31/2016 www.aerosolutionslic.com 47078 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA 2.1) Proposed Antenna/RRH Information 2.2) Project Description 3) ANALYSIS PROCEDURE 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS 4.1) Conclusion and Recommendations 5) APPENDIX A Additional Calculations 6) APPENDIX B Equipment Cut Sheets Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 2 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 1) INTRODUCTION November 21, 2016 Walmart Wheat Ridge SC Page 3 The following report includes the description and calculations for the rooftop mounts at 3600 Youngfield Street in Wheat Ridge, CO. All recommendations and assumptions in this report shall be reviewed carefully prior to the installation of the equipment. 2) ANALYSIS CRITERIA 2.1) Proposed Antenna/RRH Information The proposed equipment consists of one (1) 4' Amphenol HEX654CW000OG panel antenna, two (2) proposed RRHs, and one (1) proposed OVP. The 4' panel weighs approximately 40 lbs including mounting brackets. The RRHs and OVP weigh approximately 55 lbs each and 32 lbs, respectively. 2.2) Photos and Project Description The proposed HEX6564CW000OG panel antenna is to be installed on a proposed 2.0" STD pipe mast supported by two (2) Site Pro 1 SP250 angle mounts, or approved equal, at a RAD center of approximately 22'-0" AGL. The proposed mounts should be thru-bolted to the exterior wall using 1/2"0 thru bolts and 15" long 3"x1/4" backing plates. The proposed RRHs and OVP are to be installed on a proposed SitePro1 TRPD-HD ballast mount with a T-0" tall 3.0" STD pipe mast, on the building roof just behind the proposed panel antenna. The proposed B66a RRH and OVP should be installed such that the center of each is approximately 5'-0" above roof level, and the proposed B25 RRH should be installed such that its centerline is approximately 2'-0" above roof level. The proposed tripod mount requires a minimum of 205 lbs of ballast per side, 615 lbs total. It is recommended that the proposed ballast mount is centered over an existing main joist -girder or existing column. The proposed equipment cabinet should be mounted to the exterior wall using 1/2"0 thru-bolts, and installed per manufacturer recommendations. 3) ANALYSIS PROCEDURE 3.1) Analysis Method Mathcad 15 and Risa 3D were used to calculate loads and member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1. The exterior wall at the antenna location is assumed to be constructed of 8" thick normal weight CMU with a brick veneer. The CMU wall is assumed to be partially grouted and reinforced with minimum steel required per ACI 530-11. 2. The exterior wall at the cabinet location is assumed to be constructed of 8" thick normal weight CMU, and is assumed to be partially grouted and reinforced with minimum steel required per ACI 530-11. 3. It is assumed that the roof was designed to support a minimum design live load of 20 psf. 4. The structure has been maintained and the building is structurally sound. 5. The configuration of the antennas, transmission cables, mounts and other appurtenances are as specified in the construction drawings prepared by Aero Solutions, project number 097-16-0002. The analysis may be affected if any assumptions are not valid or may have been made in error. Aero Solutions LLC should be notified to determine the effect on the structural integrity of the structure. Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Rooftop Structural Analysis and Engineering Walmart Wheat Ridge SC Project Number 097-16-0002 Page 4 4) ANALYSIS RESULTS 4.1) Conclusion and Recommendations The proposed antenna and equipment cabinet represent less than a 10% increase in lateral loads on the existing structure and less than a 5% increase in gravity loads on the existing structure, and therefore they may be installed as intended. Additionally, the proposed live load due to the ballasted mount is approximately 21 psf. The proposed mount represents an approximate 5% increase in the assumed design live load, and is therefore considered to be acceptable and may be installed as intended. Thus, Aero has determined that the existing structure has sufficient capacity to support the proposed loads, based on the assumptions and project description given in previous sections of this report. No modifications are required at this time. Rooftop Analysis Report - version 0.0.0.1 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 APPENDIX A Additional Calculations Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 5 4ero Solutions, LLC Structural Analysis 1 of i 5555 Central Avenue Verizon Wireless 11/21/201E Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftor Boulder, CO 80301 Analysis.xmcc General Wind Input Per ASCE 7-05: ASCE 7-10 Reference Basic Wind Speed: V:= 150 mph Section 26.5.1, pg 246 Wind Directionality Factor: Kd := 0.85 Table 26.6-1, pg 250 Exposure Category: Exp := "C" Section 26.7.3, pg 251 Topographic Factor: Kzt:= 1.0 Section 26.8.2, pg 254 Gust Effect Factor. G:= 0.85 Section 26.9.1, pg 254 Mean Roof Height: hroof := 22 -ft + 0 -in Terrain Exposure Constants: a := 7.0 if Exp = "B" Table 26.9-1, pg 256 9.5 if Exp = "C" 11.5 if Exp = "D" "Error" otherwise z := 1200 -ft if Exp = "B" Table 26.9-1, pg 256 900 -ft if Exp = "C" 700.11 if Exp = "D" "Error" otherwise (20,.) VelocityPressure z l Kz(z) : = 2.01.(— I Table 29.3-1, pg 310 Coefficient Function: z Force Coefficient: (GCr) := 1.9 if hroof < 60.11 Section 29.5.1, pg 308 "N/A" otherwise Minimum Velocity Kz_min' 0.57 if Exp = "B" Table 29.3-1, pg 310 Pressure Coefficieint: 0.85 if Exp = "C" 1.03 if Exp = "D" "Error" otherwise Aero Solutions, LLC Structural Analysis 2 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop Boulder, CO 80301 Analysis.xmcd General Snow Input PerASCE 7-10: Risk Category: Cat := "II" Ground Snow Load: pg := 35psf Exposure Factor: Ce := 1.0 Thermal Factor. C := 1.0 Antenna Height: z:= 22 -ft + 0 -in ASCE 7-10 Reference Table 1.5-1 pg 2 Figure 7-1, Pg. 34-35 Table 7-2, Pg. 30 Table 7-3, Pg. 30 Table 1.5-2, Pg. 5 Equation 7.3-1, Pg. 29 Section 7.3.4, Pg. 29 Velocity Pressure Coefficient: t Importance Factor: Is := 0.8 if Cat= "I" Proposed HEX654CW000OxAntenna: 1.0 if Cat = "II" h:= 51.1 -in w:= 12.0 -in d:= 7.1 -in Wantl = 39.7•lbf 1.1 if Cat= "III" Aant := h•w = 4.26 ft2 1.2 if Cat= "IV" Flat Snow Load: Pf := 0.7Ce•Ct-Is•pg = 24.5•psf Minimum Snow Load: Pf min := Is•pg if pg <_ 20psf Fantl s'= gz.GCr'Aant s = 215.71bf Equation (29.5-2), pg 308 20psf-Is if pg > 20psf Pf:= max(Pf,Pf min d:= 2.375 -in Pf = 24.5 -psi Calculate Wind Loads on Proposed Appurtenances: Wind Load Antenna Height: z:= 22 -ft + 0 -in ASCE 7-10 Reference Table 1.5-1 pg 2 Figure 7-1, Pg. 34-35 Table 7-2, Pg. 30 Table 7-3, Pg. 30 Table 1.5-2, Pg. 5 Equation 7.3-1, Pg. 29 Section 7.3.4, Pg. 29 Velocity Pressure Coefficient: Kz := max(Kz(z),Kz min = 0.92 Velocity Pressure: qz:= 0.00256•KZ Kzt•Kd•V2•psf = 45.051-psf Equation (29.3-1), pg 307 Proposed HEX654CW000OxAntenna: Antenna Dimensions: h:= 51.1 -in w:= 12.0 -in d:= 7.1 -in Wantl = 39.7•lbf Wind Area (front): Aant := h•w = 4.26 ft2 Wind Load (front): Fantl := gz-GCr Aant = 364.5 lbf Equation (29.5-2), pg 308 Wind Area (side): Aant s := h -d = 2.52 11 Wind Load (side): Fantl s'= gz.GCr'Aant s = 215.71bf Equation (29.5-2), pg 308 Mount Pipe: Pipe Dimensions: d:= 2.375 -in Force Coefficient: Cf := 1.2 Wind Load Fpipe:= qz•G-Cf•d = 9.09•plf Equation (6-28), pg 29 Aero Solutions, LLC Structural Analysis 3 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop 3oulder, CO 80301 Analysis.xmcd Antenna Mount Risa3D Model: 109 351h Ai Z X Le Risa3D Reactions: 109 -1- 64.711b 64.711b )/ft 4' Member Code Checks Loads: LC 2, D + 0.6Wx I Loads: LC 4, D +0.6W7 Envelope Only Solution "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" B:= 2 11N2" -68.451 -25.944 0 A:= 2 "N3" -68.451 -25.944 0 2 "N7" -54.549 60.541 0 2 "N8" -54.549 60.541 0 "LC" "Joint Label" IN [lb]" "Y [lb]" "Z [lb]" 68.611 4 "N2" 17.316 46.484 -40.845 C:= 4 "N3" -22.096 -11.721 -40.845 -29.633 4 "N7" 21.863 -5.688 -37.515 4 "N8" -17.084 40.121 -37.515 "LC" "Joint Label" IN [lb]" "Y [lb]" "Z [lb]" 6 "N2" -35.165 7.323 -28.878 E:= 6 11N3" -63.025 -33.83 -28.878 6 "N7" -24.1 31.658 -26.523 6 "N8" -51.631 64.045 -26.523 "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" 3 "N2" 63.673 60.748 0 B:= 3 "N3" 63.673 60.748 0 3 "N7" 59.326 -26.15 0 3 "N8" 59.326 -26.15 0 "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" 5 "N2" -22.096 -11.721 40.845 D:= 5 "N3" 17.316 46.484 40.845 5 19N7" -17.084 40.121 37.515 5 "N8" 21.863 -5.688 37.515 "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" 7 "N2" 58.251 68.611 -28.877 F:= 7 "N3" 30.383 27.463 -28.877 7 "N7" 56.414 -29.633 -26.523 7 "N8" 28.874 2.754 -26.523 Nero Solutions, LLC Structural Analysis 4 of 1 5555 Central Avenue Verizon Wireless 11/21/201E Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftor Boulder, CO 80301 Analysis.xmcc Check Connection Bolts: Use minimum 1/2"OA36 threaded rod. Bolt Diameter. dbolt 0.5 -in Ultimate Stess: Fu := 58-ksi Area Bolt: 2 2 Abolt 0.25.7r.dbolt = 0.2 -in Fnt := 0.75 -Fu = 43.5-ksi Fnv:= 0.45 -Fu = 26.1-ksi Q:= 2.0 Nominal Tensile Stress Nominal Shear Stress: Safety Factor. Int(x) := m rows(x) X x(2) Y x(3) Z F x(4) Int +- 0 for iE I..m- 1 V IF(YT (Zi\2 -Ibf t E- IXiI -Ibf V AISC 360-10 Reference Table J3.2, pg 16.1-120 Table J3.2, pg 16.1-120 Section J3.7, pg 16.1-125 fn, Abolt ,It� t Abolt Q- Fnt F'nt E- mi 1.3.Fnt - F frv,Fnt Eq (J3 -3B), pg 16.1-125 nv ) Q -fn, Q.frt Int <- maf( Int, ) (+ Fnv Fent Int(A) = 3.64-% Int(B) = 3.86-% Int(C) = 2.82.% Int(D) = 2.82-% Int(E) = 3.91-% Int(F) = 4.27-% Maximum Bolt Capacity: Interaction:= max(Int(A),Int(B),Int(C),Int(D),Int(E),Int(F)) = 4.27-% Interaction Check: Check :=I "OK" if Interaction <_ 1.0 Check= "OK" "No Good" otherwise The existing thru bolts are ADEQUATE for supporting the proposed appurtenances. Therefore the proposed antennas can be installed as intended. kero Solutions, LLC Structural Analysis 5 of 1555 Central Avenue Verizon Wireless 11/21/201( Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftol 3oulder, CO 80301 Analysis.xmcc Check Proposed RRH and OVP Mount: Antenna Height: z:= 25 -ft + 0 -in Velocity Pressure Coefficient: Kz := max(Kz(z),Kz_min) = 0.945 Velocity Pressure: qz := 0.00256.Kz.Kzt-Kd-V2-psf = 46.28-psf Equation (29.3-1), pg 307 Proposed B66a RRH4x45: RRH Dimensions: Wind Area (front): Wind Load (front): Moment Arm: Proposed B25 RRH4x30: RRH Dimensions: Wind Area (front): Wind Load (front): Moment Arm: Proposed OVP: OVP Dimensions Wind Area (front): Wind Load (front): Moment Arm: Mount Pipe: Pipe Diameter. Wind Area (front): Wind Load (front): Moment Arm: Kickers: Kicker Dimensions: Kicker Area: Wind Load Moment Arm h:= 25.6 -in w:= 12.0 -in d:= 7.3 -in Anh:= h - w = 2.13 ft2 Frrhl gz'GCr AT h = 187.6 Ibf rrrhl := 5•11 + 0 -in h:= 21.4 -in w:= 12.0 -in d:= 7.2 -in Arrh := h -w = 1.78 ft2 Frrh2 := qz-GCr Arrh = 156.8 Ibf rrrh2 := 2-11 + 0 -in Wrrhl 56.8-lbf Equation (29.5-2), pg 308 Wrrh2 := 53•lbf Equation (29.5-2), pg 308 h:= 28.9 -in w:= 15.7 -in d:= 10.3 -in Wovp := 32-Ibf Aovp := h -w = 3.15 ft2 Fovp := gz.GCr Aovp = 277.1 Ibf Equation (29.5-2), pg 308 rovp := 5-11 + 0 -in d:= 3.5 -in h:= 72in Apipe := d -w = 0.38 ft2 Fpipe := qz-GCS Apipe = 33.6 Ibf rpipe := h = 3 ft 2 w:= 3 -in l:= 52.5 -in `kick := w-1 = 1.09 ft2 Fkick := gz-C'Cr Akick = 96.18-lbf rkick 22 -in Equation (29.5-2), pg 308 Equation (29.5-2), pg 308 Aero Solutions, LLC Structural Analysis 6 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop Boulder, CO 80301 Analysis.xmcd Calculate Required Antenna Ballast Weight Weight of Mount Base: Wbase := 3421bf Weight of Pipe: Wpipe := 451bf Total Weight of Tripod: Wtripod := Wbase + Wpipe = 387 lbf Total Antenna Mount Weight: Wmount a := Wtripod + WrrhI + Wrrh2 + Wovp = 529 lbf Overturning Moment Mpipe := Fpipe rpipe Moment on RRH 1: Mrrhl = Frrhl"rrrhl = 938•lbf•ft Moment on RRH 2: Mrrh2 := Frrh2•rrrh2 = 314•lbf•ft Moment on OVP: Movp := Fovp'rovp = 1385-lbf-ft Moment on Pipe: Mpipe := Fpipe rpipe = 101 •lbf•ft Moment on Kicker: Mkick:= Fkick-rkick = 176.IV-ft Total Overturning Moment: Mover := Mrrhl + Mrrh2 + Movp + Mpipe + 3Mkick = 3267•Ibf•11 Check Overturning: Increase ballast weight to prevent sliding: Increased Ballast Weight: Wbal := 205-lbf Factored Dead Load: Wtotal := 0•6(Wmount_a + 3 Wbal) = 686 IV (0.6•Mover-0•6.Wmount a'42.8in) Required Ballast Weight: Wbal :_ — = 129 lbf 0.6(128.5 in) Check Sliding Coefficient of Static Friction: µs := 0.75 Weight of Mount and Ballast: Wtotal := Wmount a + 3•Wbal = 916 IV Sliding Resistance: Fslide := µs.0•6Wtotal = 412 IV Total Wind Load on mount: Fmount:= 0+rrhl + Fn.h2 + Fovp + Fpipe + 2•Fkick) = 508 lbf Sliding Check: Sliding_Check :_ "OK" if Fslide > Fmount "No Good" otherwise Sliding—Check = "No Good" Fmount= Sliding Capacity: Sliding_Capacity :_ 123.4•% Fslide Increase ballast weight to prevent sliding: Increased Ballast Weight: Wbal := 205-lbf Factored Dead Load: Wtotal := 0•6(Wmount_a + 3 Wbal) = 686 IV Force required to slide tripod: Fsf := µs' Wtotal = 515 lbf Factored Wind Load: Fmount := 0.6(Frrhl + Frrh2 + Fovp + Fpipe + 2•Fkick) = 508 IV f\ero Solutions, LLC Structural Analysis 7 of , 5555 Central Avenue Verizon Wireless 11/21/201F Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftor Boulder, CO 80301 Analysis.xmcc Sliding Check: Sliding_Check "OK" if F >_ F sf mount "No Good" otherwise Sliding—Check = "OK" Fmount Sliding Capacity: Sliding Capacity :_ = 98.8•% Fsf Calculate Applied Load Total Mount Weight: Wtotal Wmount a + 3-Wbal = 11441bf Mount Footprint Area: Amount= 54.5•ft2 Wtotal Applied Area Load: Pmount = 20.99 psf Amount The proposed live load due to the ballasted mount is approximately 21 psf. It is assumed that the roof was designed to support a minimum design live load of 20 psf. The proposed mount represents less than a 10% increase from the assumed design live load, and is therefore considered to be ACCEPTABLE. Rooftop Structural Analysis and Engineering Project Number 097-16-0002 APPENDIX B Equipment Cut Sheets Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 6 phenol ,Y .ANTENNA SOLUTIONS H EX654CW000Ox 696-960 / 1695-2180 / 1695-2180 MHz TRI BAND I HEX PORT I PANEL ANTENNA I XXX-POL 1 65° / 65° / 65° 1 13.8 / 16.8 / 16.8 DBI I VARIABLE TILT Features • AWS -3 Ready • 4x4 MIMO high band compatible • Patented internal RET actuator adds no additional length to the antenna t. • Can be ordered with a Multi -Device Dual Unit (MDDU) with two separate inputs for independent control of each band ZI Connector Description Low Band High Band #1 and #2 Frequency Bands (MHz) The antenna has six (6) connectors located at the bottom, each marked with a colored ring. Low Band 696-960 MHz Red Rings (2x) 7/16 -DIN Female High Band #1 1695-2180 MHz Blue Rings (2x) 7/16 -DIN Female High Band #2 1695-2180 MHz White Rings C) (2x) 7/16 -DIN Female 0-14° 0-10° Impedance 500 500 VSWR � < 1.5:1 Upper Sidelobe Suppression > 16 dB Typical aI Front -to -Back Ratio > 30 dB > 28 dB In -Band Isolation > 25 dB Electrical Characteristics Low Band High Band #1 and #2 Frequency Bands (MHz) 696-960 MHz (24 1695-2180 MHz — 696-806 1 806-960 1695-1850 1850-1990 2100-2180 Polarization Horizontal Beamwidth Vertical Beamwidth ±45° 72° 68° 19° 16° (2x) ±45° 70° 67° 65° 8.3° 7.5° 7.0° Gain 12.9 dBi 13.8 dBi 15.8 dBi 16.5 dBi 16.8 dBi Electrical Downtilt 0-14° 0-10° Impedance 500 500 VSWR < 1.5:1 < 1.5:1 Upper Sidelobe Suppression > 16 dB Typical > 15 dB Typical Front -to -Back Ratio > 30 dB > 28 dB In -Band Isolation > 25 dB > 28 dB Isolation Between Ports > 30 dB > 30 dB IM3 (2x20W carrier) < -153 dBc < -153 dBc Input Power - —---------- ------ (2x) 500 W -- — (4x) 250 W Diplexed No Lightning Protection Direct Ground Operating Temperature -40° to +60° C (400 to +140° F) Mechanical Characteristics Dimensions (Length x Width x Depth) 1298 x 305 x 180 mm 51.1 x 12.0 x 7.1 in Antenna Only 13.5 kg 29.8 lbs Weight Antenna with Mounting Bracket Kit MKS09POI 16.2 kg 35.7 lbs Antenna with Mounting Bracket Kit MKS09T01 18.0 kg 39.7 lbs Survival Wind Speed 241 km/hr 150 mph Wind Loads aFrcont (160 km/hr or 100 mphe 480 N 108 Ibf 284 N 64 Ibf Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products may be made without notice. REV1109150 www.amphenol-antennas.com 1 of 7 gftAmphenol 696-960 / 1695-2180 / 1695-2180 MHz ANTENNA SOLUTIONS H EX654CW000Ox TRI BAND I HEX PORT I PANEL ANTENNA I XXX-POL 1 650 / 65° / 65° 1 13.8 / 16.8 / 16.8 DBI I VARIABLE TILT Electrical Downtilt Control Manual Electrical Tilt (MET) Control Electrical downtilt for each band can be controlled separately. A colored knob at the end of the tilt indicator allows change of the tilt without need of a tool. The knob color is identical to the corresponding connector ring color. To access the knob, remove the cap by turning it counter -clockwise. It is re -installed by opposite rotation. Do not remove the transparent cap(s) from the antenna. Remote Electrical Tilt (RET) Control Electrical downtilt for each band can be controlled separately. The remote control of the electrical tilt is managed by either a Multi -Device Control Unit (MDCU) or a Multi -Device Dual Unit (MDDU) inserted in jthe bottom of the antenna. A single actuator individually controls the tilt of each band (no need for daisy chain cables between the bands). This module does not add any additional length to the antenna. For RET control, the transparent caps must be in place and locked. The tilt angle indicators always remain visible and the antenna still has manual tilt control (manual override). Do not remove the transparent cap(s) from the antenna. RET Actuators Multi -Device Control Unit (MDCU) (Units are Field Replaceable) An electronic module that allows the remote control of the electrical downtilt (RET) in Amphenol antennas with factory embedded motors. The MDCU is factory installed. Multi -Device Dual Unit (MDDU) Allows two separate RET Controllers to independently drive the RETs in Amphenol antennas with factory installed motors (for antenna sharing). The MDDU is factory installed. Refer to Ordering Options for unique AISG port configirations Port A Port B Tilt indicators covered by transparent caps. Knob colors are the same as the connectors Location of the MDCU or MDDU for RET Control (MDCU shown) In order to operate RET control, the transparent caps covering the tilt adjustment indicators must • be engaged and locked. Do not cut them from the antenna. Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products may be made without notice. REV1109150 www.amphenol-antennas.com 2 o f 7 Amphenol 696-960 / 1695-2180 / 1695-2180 MHz ANTENNA SOLUTIONS HEX654CW000Ox TRI BAND I HEX PORT I PANEL ANTENNA I XXX-POL 1 65° / 65° / 65° 1 13.8 / 16.8 / 16.8 DBI I VARIABLE TILT E rE 0 N u1 E E .E Ln o r\ E E c 305 mm [12.0 in] o 00000 ®rr 00 0 54.9 ml [6.1 in] o 3 Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products maybe made without notice. REV1 109150 www.amphenol-antennas.com 3 of 7 "harles. LT-RL11411ANI Equipment Issue 1 1st Printing, August 21, 2014 Charles Universal Broadband Enclosure (CUBE) RL11411ANI General Description and Installation Table of Contents Paee No 1. GENERAL INTRODUCTION ___._ ................................................1 1.1 Document Purpose .................................................. l 1.2 Product Purpose ...................................................... l 1.3 Product Mounting and Location ............................. l 2. PRODUCT DESCRIPTION...............».».....»...................................1 3. INSTALLATION._.............._..........».._........................................... .. 4 3.1 Inspecting the Product............................................4 3.2 Following and Using Safety Precautions.................4 3.3 Obtaining Tools and Equipment ............................. 4 3.4 Preparing the Installation Site................................4 3.5 Mounting the CUBE................................................4 3.6 Wiring the CUBE....................................................5 3.7 Verifying the Installation........................................5 4. PERIODIC MAINTENANCE ....................................................... — 5 5. TECHNICAL ASSISTANCE AND REPAIR SERVICE ............. 5 6. WARRANTY & CUSTOMER SERVICE.....................................5 7. SPECIFICATIONS _.._ ... ............ ....._............ ........... 6 7.1 Regulatory Specifications........................................6 7.2 Physical Specifications............................................6 1. GENERAL INTRODUCTION 1.1 Document Purpose This document provides general information for the CUBE- RL11411AN1 Charles Industries' Universal Broadband Enclosure (CUBE). Figure 1 shows a closed view of the CUBE. -NOTE- Hereafter, the Charles Universal Broadband Enclosure will be referred to as RL11411AN1 or "CUBE. " 1.2 Product Purpose This CUBE consists of a protective remote terminal enclosure for an integrated system of electronic components and equipment that can serve fiber and copper interfaces. 1.3 Product Mounting and Location This enclosure is suitable for outside plant -type (OSP) locations and those that may require NEC compliance. The outdoor, weather - resistant CUBE is to be mounted on a wall, pole or H -frame. The installer connects the power, fiber and copper connections. Detailed mounting and installation information is covered in Section 3. Figure I Closed View of the RL11411ANI 2. PRODUCT DESCRIPTION This section contains information regarding the CUBE's physical design and interior components. Figure 2 shows the dimensions of the RL 1141 l AN 1. The main components of the RL1141IAN1 are shown in Figure 3. The CUBE has these key features: ❑ Door wind latch ❑ Padlockable 3 -point latching 216 -style swing door handle ❑ One 2x8 position ground bar ❑ 14 RU of 19" rack space with EIA hole spacing ❑ Door alarm indicator/switch ❑ 580W heat exchanger with external thermostat ❑ Removable cover plates (both sides) ©Copyright 2014 Charles Industries, Ltd. All Rights reserved. Printed in the United States of America Availability of features and technical specifications herein are subject to change without notice. Charles is a registered trademark of Charles Industries. Page 1 of 6 LT-RL11411AN1 "har%s 2.6 1 I 2: 2 22.9 -- 3.5 16.0 6.5 - 3.0 31.8 28.8 26.3 i n .42 TYP 4.9 --{----I— 20.0 -- (5) 2.50/ 1.75 KNOCKOUTS DOOR OPEN Figure 2 RLI 1411AN1 Dimensions (in inches) HWI I �'h. arles LT-RL11411AN1 14RU,19" HORIZONTAL RACK MOUNT WITH EIA HOLE SPACING 3PT LATCHING 216 STYLE PADLOCKABLE SWING HANDLE TH EF WIND LATCH 2X8 POSITION GROUND BAR (2) MOUNTING BRACKETS Figure 3 CUBE Components COVER PLATES (REMOVABLE) (BOTH SIDES) HEAT EXCHANGER 3 LT-RL11411ANI "17ar%s 3. INSTALLATION This section describes the procedures for installing the CUBE, which consist of: • inspecting the equipment • following all safety precautions • determining the mounting location • gathering the necessary tools and equipment • preparing the installation site • mountinglinstalling the enclosure • grounding the enclosure • making the necessary power connections • installing batteries • making installer fiber and copper cable feed wiring connections inside the enclosure • site cleanup 3.1 Inspecting the Product The CUBE is shipped mounted to a skid. Remove the bolts, unpack the unit, remove and dispose of the packaging material. -INSPECTION NOTE - Visually inspect the unit for damages prior to installation. /f the equipment was damaged in transit, immediately report the extent of the damage to the transportation company. 3.2 Following and Using Safety Precautions Read the following site and safety tips, cautions, and warnings, then proceed with the paragraphs that follow. ❑ For installation, follow all National Electrical Codes (NEC) ANSUNFPA 70-2005, local, environmental, workplace, and company codes, safety procedures, and practices. ❑ Minimum spacing between the accessories and components and the housing for ITE equipment shall be maintained for safe operation of the equipment when installed in accordance with NEC ANSUNFPA 70-2005 ❑ Read all instructions, warnings and cautions on the equipment and in the documentation shipped with the product. ❑ Ground connections should always be connected first. ❑ Do not place this product on weak or unstable surfaces which may allow the product to fall, resulting in potentially serious damage(s) to persons or product. ❑ The CUBE should be installed by authorized trained personnel only. ❑ In windy conditions, be sure to engage the door latch to secure the door in a stationary position. 4 -WARNING- Perform all bonding and grounding connections prior to any electrical and communications connections. 3.3 Obtaining Tools and Equipment Obtain the following recommended or needed items for installing the CUBE: ❑ Sufficient length and quantities of fiber cable (or pigtails) ❑ Cable scoring, opening, and cutting tools for cable sheathing, shields, wrappings, strength members and buffer tubes ❑ Wire strippers ❑ Crimpers ❑ Cable, tube, wire, and fiber cleaning materials ❑ Protective and/or insulated work gloves ❑ Safety glasses ❑ Tape measure ❑ Marking utensil ❑ #6 ground wire or rod and earth ground materials ❑ Bond strap (optional, from cable bond clamp to bond post) ❑ Any exterior cable strain relief, per company practice ❑ Slotted and Phillips screwdrivers ❑ Assorted cable ties, clips, or fasteners (optional) ❑ Can wrench (216 tool) ❑ Pad -mounting template ❑ Level 3.4 Preparing the Installation Site Observe the following site preparation recommendations: ❑ Adequate horizontal and vertical space should be left between multiple installations to allow for proper cable access, as well as enough room on all sides for opening the doors. ❑ The site must meet minimal personnel and equipment safety requirements. ❑ The distance from the cable entry point should be consistent with local installation practices. ❑ The wall, H -frame, pad or pole must be able to support the weight of the CUBE. ❑ Run all fiber and copper facilities to the site. ❑ Unpack the product and inspect it for damage. 3.5 Mounting the CUBE & WARNNG - A Risk of injury! A two -person lift and installation is recommended. Always exercise caution when lifting and mounting the unit. "harles LT-RL11411ANI The CUBE ships at a weight of 82 lbs. Refer to Figure 2 for mounting dimensions for positioning the mounting hardware. Charles recommends using a minimum of 3/8" diameter non- corrosive bolts, washers and nuts for all mounting applications. Bolts need to be of sufficient length depending on which type of mounting is used. A minimum of 1/4" thick plywood is required for wall mounting. Charles Kit #97-CABPMTKIT is available for pole -mount applications. ❑ Charles Kit #97-001971-A contains hardware for mounting to H -frame unistruts. 3.6 Wiring the CUBE Refer to the block diagram in Figure 4 for connecting the 48V to the RL1141IAN 1. After the CUBE is properly mounted in the desired location, install the ground and power connections. -WARNING - Perform all bonding and grounding connections prior to any electrical and communications connections. In order to prevent condensation prior to being placed in service, do not remove the desiccant until turn -up. 3.6.1 Making the Ground Connections The CUBE has one 2x8 position ground bar provided in the equipment compartment. This ground bar should be used for all grounding of internal equipment. 3.6.2 DC Voltage Connections The incoming 48V is connected to the heat exchanger and to the external thermostat as shown in Figure 4. 3.63 Heat Exchanger The 48VDC heat exchanger is a side -mounted, lightweight, low power, long life maintenance -free cabinet cooler. The closed loop unit transfers the heated internal air to the outside, while pulling the cool ambient air to the inside. For more information, refer to the heat exchanger documentation found inside the CUBE. A 5A disconnect device is recommended for the heat exchanger. Red wire is negative and black wire is positive. The heat exchanger thermostat is set at 30°C (+/-4'C) at the factory. The thermostat will turn on at its set point and will not turn back off until the temperature has dropped 7 °C. The thermostat's set point may be lowered or raised depending on internal load and ambient temperature outside. It has a variable range of 0 °C to 60'C. 3.7 Verifying the Installation Verify that earth ground and all grounding and bonding is complete and functional. After verifying that all installer connections are secure and complete, turn on the equipment and verify it turns up correctly. 4. PERIODIC MAINTENANCE In the event that the enclosure needs to be opened in freezing conditions, a narrow, blunt metallic object such as a screwdriver or chisel, along with a non-metallic device like a rubber mallet, may be used to remove excessive ice buildup around the door and locking Heat exchanger connections Heat Exchanger Thermostat Red -48V Blk 48V Blk 48V RTN Heat Red Exchanger Figure 4 Electrical Diagram mechanism. A commercial aerosol de-icer spray can be used to free up locks and latches if needed. The heat exchanger requires no scheduled maintenance other than cleaning the fans and the heat exchanger core if they become contaminated with dust or residue. The cover is taken off by removing the four T20 screws on the outside. The heat exchanger should be examined periodically to determine the required cleaning periods based on the installed environmental conditions. 5. TECHNICAL ASSISTANCE AND REPAIR SERVICE For questions on product repair or if technical assistance is required, contact Charles Technical Support at: 847-806-8500 800-607-8500 847-806-8556(FAX) techservcccharlesindustries.com (email) http://www.chariesindustries.com/main/tech_support.htm 6. WARRANTY & CUSTOMER SERVICE Charles Industries, Ltd. offers a one-year warranty on the CUBE product. The Charles warranty is limited to the operation of the CUBE hardware as described in this documentation and does not cover equipment which may be integrated by a third party. The terms and conditions applicable to any specific sale of product shall be defined in the resulting sales contract. For questions on warranty or other customer service assistance, contact your Charles Customer Service Representative at: 847-806-6300 847-806-6653(FAX) mktserv.�charlesindustries.com email http://w"w.chartesindustries.com/main/telecom sales support.htm 5 LT-RL11411AN1 "17ar%s 7. SPECIFICATIONS 7.1 Regulatory Specifications E Designed to be compliant to GR -487 -CORE. 7.2 Physical Specifications The physical specifications are shown in Table 1. Category Dimensions and weight 26"Hx23"Wx20"D 82 lbs. as shipped 19" Equipment Rack Space and Hole Spacing 24" (14 RU) EIA spacing with tapped 12-24 Color Off-white Material .125" welded aluminum Maximum Heat Dissipation 58OW with heat exchanger Heat Exchanger Dantherm #PS023017Z- Sidemount Bonding and Grounding (1) 2x8 position ground bar Mounting Wall, pole or h -frame. Operating Temp. Range, Inside Enclosure -40° to +149°F, -40° to 65°C Operating Temp. Range, Outside Enclosure -40° to +115°F, -40° to 46°C Humidity 0 to 95% (non -condensing) Altitude Up to 2000 meters (6560') Table I — RLI 1411AN1 Physical Specifications The Alcatel -Lucent B66a Remote Radio Head 4x45 is the newest addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Its operational range covers beyond that of B4 (AWS) and B10 (AWS+). Supporting 2Tx/4Tx MIMO and 2-way/4-way Rx diversity, the Alcatel -Lucent B66a RRH4x45 allows operators to have a compact radio solution to deploy LTE in the 2100 band (3GPP band 4, 10, and 66a), providing them with the means to ==_" achieve high capacity, high quality, high reliability, large instantaneous bandwidth, _ and high coverage with minimum site requirements. The Alcatel -Lucent B66a RRH4x45 product has four transmit RF paths, offering the possibility to select, via software only, 2Tx or 4Tx MIMO configurations with either 2x90W or 4x45W RF output power. It also supports 4 -way Rx diversity at the 70 MHz instantaneous bandwidth. The Alcatel -Lucent B66a RRH4x45 is a compact (near zero -footprint) solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design makes the Alcatel -Lucent B66a RRH4x45 easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. I°£ATU"., . • Supporting LTE in 2110 - 2180 MHz band/DL, 1710-1780MHz/UL (3GPP band 4, 10, and 66a) • LTE 2Tx or 4Tx MIMO (SW selectable) • Configuration:2T2R/2T4R/4T4R • Output power: Up to 2x90W or 4x45W (SW configurable) • 70MHz LTE carrier with 4Rx Diversity • Convection -cooled (fan -less) • Supports AISG 2.0 ALD devices (RET, TMA) through RS485 or RF ports • Compact to reduce additional footprint when adding LTE in AWS 1-3 band • Selection of MIMO configuration (2Tx or 4Tx) by software only • Improves downlink spectral efficiency through 4Tx MIMO • Increases LTE coverage thanks to 4Rx diversity capability and best in class Rx sensitivity • Flexible mounting options: Pole or Wall 4T4 or 2T4 X x x x 445W With 4T4R zz x z or z x MOW withMR X X Can be switched between Jumpers (shortdistance) modes via SW w/o site visit ..............0.00••.•• ..... ........... ............... -Alcatel -Lucent 0 TECHNICAL SPECIFICATIONS Features R performance 4 duplexed (either 4T4R or 2T4R selectable by SW) Frequency bao M*1M AWS 1-3, B4/B10/B66a DL: 2110-2180 MHz / UL: 1710-1780 MHz Instantaneo yCalrrie 70 MHz - 4 LTE MIMO carriers (in 70 MHz occupied bandwidth) tTE carrier bandwidth 5, 10, 15, 20 MHz i output power 2x90W or 4x45W (selectable by SW) RX Diversity scheme 2 dB typical (<2.5 dB max) - 2 or 4 way Rx diversity Iver snnty (FRCA 1-3) -104.5 dBm maximum in mm (in.) 655x299x182 (25.8x11.8x7.2) (with solar shield) 640x29Ox16O (25.2x11.44.3) (without solar shield) Hume in Liters 35.5 (with solar shield) 29.7 (without solar shield) eight in kg (lb) (w/o mounting HW) 25.8kg (56.81b) (with solar shield) v~ range Nominal: -48V, -40.5 to -57V at full performance, -38 to -57V with relaxation on power consumption G powereorrsu 750w typical @100% RF load (in 2Tx or 4TX mode); Add 58W for 2A*29V for AISG IV -401C -40°C (-40°F) /+55°C (+131°F) �-Or93mph) UL50E Type 4 Enclosure 250N (561b) Frontal/150N (341b) Lateral 4 ports 4.3-10 female (50 ohms) VSWR < 1.5 CPRI ports 2 CPRI ports (HW ready for Rate 7, 9.8 Gbps) w� SFP: SMDF (HW supports also SMSF and MMDF) 1 AISG 2.0 output(RS485) Integrated Smart Bias Tees (x2) r Misr. Interfaces 4 external alarms (1 connector) 1 DC connector (2 pins) Installation conditions _ Pole and wall mounting Regulatory compliance 3GPP 36.141 / 3GPP 36.113 / GR -487 / GR -1089 -CORE / GR -3108 -CORE / UL 60950-1 / FCC Part 27 / FCC Part 15 / GR -3178 -CORE w:alcatel-tumnteom Alcatel, Lucent, Alcatel -Lucent and the Alcatel -Lucent logo are trademarks of Alcatel -Lucent All other trademarks are the property of their respective owners. The information presented is subject to change without notice. Alcatel -Lucent assumes no responsibility for inaccuracies contained herein. Copyright @12016 Alcatel -Lucent. All Rights Reserved B66A RR ALCATEL-WCEIYT LUCEf Alcatel -Lucent 0 DATA SHEET REY0.1—FEBRUARY 2016 Alcatel -Lucent Band 25 Remote Radio Head 4x30W is the new addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Supporting 2Tx/4Tx MIMO and 4 -way Rx diversity, Alcatel -Lucent B25 RRH4x30 allows operators to have a compact radio solution to deploy LTE in the PCS band (1.9 GHz, 3GPP band 25), providing them with the means to achieve high capacity, high quality and high coverage with minimum site requirements. The Alcatel -Lucent B25 RRH4x30 product has four transmit RF paths, offering the possibility to select, via software only, 2Tx or 4Tx MIMO configurations with either 2x60 W or 4x30 W RF output power. It supports also 4 -way Rx diversity, LTE carriers from 3 MHz up to 20 MHz and up to 65 MHz instantaneous bandwidth. The Alcatel -Lucent B25 RRH4x30 is a near zero -footprint solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design makes the Alcatel -Lucent B25 RRH4x30 easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. • Supporting LTE in 1.9 GHz band (PCS, 3GPP band 2 & 25) • LTE 2Tx or 4Tx MIMO (SW switchable) • Output power: Up to 2x60W or 4x30W • Ready for 3, 5, 10, 15 or 20MHz LTE carrier operation with 4Rx Diversity • Ready to support up to 4 carriers anywhere in 65MHz instantaneous bandwidth • Convection -cooled (fan -less) • Supports AISG 2.0 devices (RET, TMA) through RS485 or RF ports ..•...•..•.•.•............•.•....•••.••••.•••••.•.••••­Alcatel -Lucent 0 X X • Compact to reduce additional footprint when adding LTE in PCS band X X 4x30W with 4T4R • MIMO scheme operation selection (2Tx or 4Tx) by software only tt X X X or 2x60W with 2T4R • Full flexibility for multiple carriers operation over entire PCS spectrum X tt X tt • Improves downlink spectral efficiency and cell edge throughput through MIM04 1=_=_=Jjj XX Can be switched between modes via SW w/o site Increases LTE coverage thanks to 4 -way Rx diversity capability and best in class Rx sensitivity 1 visit • Flexible mounting options (Pole or Wall) ..•...•..•.•.•............•.•....•••.••••.•••••.•.••••­Alcatel -Lucent 0 Features & performance Plumber of TX/RX paths 4 duplexed (either 4T4R or 2T4R by SW) Frequency band 3GPP bands 2 & 25 (PCS -G) DL' 1930 - 1995 MHz UL: 1850 - 1915 MHz Instantaneous bandwidth - #carriers 65MHz — Up to 4 LTE carriers (in 40MHz occupied bandwidth) LTE carrier bandwidth 3, 5, 10, 15 or 20 MHz RF output power 2x60W or 4x30W (by SW) P rise figure' 3GPP* band 2) 2.0 dB typ. (<2.5 dB max) jilfiWersity scheme 2 or 4 way Rx diversity RW(HxWxD)(w/ solar shield) in mm (in.) 538 x 304 x 182 (21.2" x 12.0" x 7.2'� Volume (w/ solar shield) in L 30 ijffgW-(w/ solar shield) in kg (lb) 24 (53) ge range III -40.5 to -57V at full performance, -38 to -57V with relaxation on power consumption ! power consumption 58OW typical @100% RF load PLronmental conditions -40°C (-40°F) /+550C (+131°F) i IP65 Wind load (0150km/h or 93mph) 1 Frontal: <200N / Lateral :<150N Installation conditions LRegulatory compliance 4 ports 7/16 DIN female (50 ohms) VSWR < 1.5 (> 14dB) 2 CPRI ports (HW ready for Rate? / 9.8 Gbps) 1 AISG2.0 output (RS485), +24V/2A DC power Integrated Smart Bias Tees (x2) 1 external alarms connector (4 alarms) 4 RF Tx & 4 RF Rx monitor ports 1 DC connector (2 pins) Pole and wall mounting 3GPP 36.141 / 3GPP 36.113 / GR -1089 -CORE / GR -3108 -CORE / UL 60950-1 / FCC Part 27 w .aleateNueenteom Alcatel, Lucent, Alcatel -Lucent and the Alcatel -Lucent logo are trademarks of Alcatel -Lucent. All other trachxnarks are the properly of their respective owners. The information presented is subject to change without notice. Alcatel -Lucent assumes no responsibility for inaccuracies contained herein. Copyright, 02014 Al atel-LunM. AU Rights Reserved B25RRH4x ALC TEL -LU 0 Alcatel -Lucent ALCATEL-LUCENT DATA SHEET REVl.l —JANUARY 2015 2 DATA SHEET Raycap's flexible Tower, Base Stations and Rooftop protection and Distribution products provide protection for up to 6 Remote Radio Heads/Integrated Antennas. The solutions mitigate the risk of damage due to lightning and provide high levels of availability and reliability to radio equipment. L .R DC Surge Protection for RRH/Integrated Antenna Radio Head RHSDC-4750-PF-48 • RHSDC-3315-PF-48 Tower / Base / Rooftop / Rooftop Distribution Models t L Features 63 Mounting Bracket Included ..�..,.m with optional 90° elbow for side entry. Can be installed on left or right side of unit. • Employs the Strikesorb° 30 -V1 -HV Surge Protective Device (SPD) specifically designed for the Remote Radio Head (RRH) installation environment and certified for use in DC applications and at low DC operating voltages (48V). • The Strikesorb 30 -Vi -HV is a Class I SPD, certified by VDE per the IEC 61643-1 standard as suitable for installation in areas where direct lightning exposure is expected. Strikesorb 30 -V1 -HV is able to withstand direct lightning currents of up to 5kA (10/350) and induced surge currents of up to 60kA (8/20). • Provides very low let through / clamping voltage - unique for a Class I product - as it does not employ spark gaps or other switching elements. Strikesorb offers unique protection levels to the RRH equipment as well as the Base Band Units. • Alarms for SPD sacrifice, Moisture detection and Intrusion. • Fully recognized to the UL 1449 3rd Edition Safety Standard. • Digital Voltmeter with six (6) position switch to monitor each DC circuit (Model RHSDC-3315-PF-48). • Patent pending design Benefits • Offers unique maintenance -free protection against direct lightning currents. • Protects up to 6 Remote Radio Heads and connects up to 12 fiber pairs. • Utilizes an IP 67 rated enclosure, allowing for indoor or outdoor installation on a roof or tower top. • Configurable cable ports are designed to accommodate varying diameters of hybrid (combined power and fiber optic) or standard cables with diameters up to 2" (will fit most standard 15/e" coax class cables) depending upon port configuration. • Lightweight aerodynamic design provides maximum flexibility for tower top installation. • Companion to the RHSDC-1064-PF-48 (Sector) model. E tib by DCf-48-60-18U XT1 Tower / Base / Rooftop / Companion Sector Model: © 2013 Raycap All rights reserved. Rooftop Distribution Models: RHSDC-1064-PF-48 RHSDC-4750-PF-48 G02-00-256 130521 RHSDC-3315-PF-48 www.rayeapsurgeprotection.com SPECIFICATIONS: Electrical Model Numbers Nominal Operating Voltage DC Surge Protection for RRH/Integrated Antenna Radio Head RHSDC-4750-PF-48 • RHSDC-3315-PF-48 Tower / Base / Rooftop / Rooftop Distribution Models RHSDC-4750-PF-48 RHSDC-3315-PF-48 48 VDC 48 VDC Nominal Discharge Current [In] n/a 20 kA 8/20 µs Maximum Surge Current [I_] n/a 60kA 8/20 µs Maximum Impulse (Lightning) Current per IEC 61643-1 n/a 5 kA 10/350 µs Maximum Continuous Operating Voltage [U.] n/a 75 VDC Voltage Protection Rating (VPR) per UL 1449 3rd Edition n/a 400V Protection Class as per IEC 61643-1 n/a Class I SPD Alarm n/a upon sacrifice Intrusion Sensor microswitch microswitch Moisture Sensor infrared moisture detector infrared moisture detector Strikesorb Module Type Mechanical Suppression Connection Method 30 -V1 -HV No Strikesorb modules installed Strikesorb modules installed to (used as Distribution Unit only) protect 6 Remote Radio Heads Compression lug, #14 - #2 AWG (2 mm2 -33 mm2) Fiber Connection Method LC -LC Single mode Pressure Equalizing Vent GoreTM Vent Environmental Rating IP 67 Operating Temperature -40° C to +80° C UV Resistant Yes Weight System: 26 lbs (11.80 kg) System: 32 lbs (14.51 kg) Combined Wind Loading 150mph (sustained): 185 lbs (823 N) Strikesorb modules are compliant to the following Surge Protective Device (SPD) Standards Standards ANSI/UL 1449 3rd Edition IEEE C62.41 NEMA LS -1, IEC 61643-1:2005 2nd Edition (Class I Protection) IEC 61643-12 Product Diagram RMI Raycap EN 61643-11:2002 (including At 1:2007) Side BOMM [mm] inches lo D-, li j (nr^ 4 AWG=American Wire Gauge 0 Cus C E G02-00-256 130521 0 c F CY U)U) LnLn :2 Ln Ln I— v N I— O Z rn N ru LU o 3 c c w c LU N N 4.. O P-1 Q N N �:D �Lij_ v Q1 O V ~ V lI1 fB 2 O C w -Z Cr 0. J ) L O J C ,01 CUap F=E cm a O mw T n C C C `�'" C 0� m + O Na�Q°'a i°Q = O C 4J O O dJ J J 2Q22JF- �� aW u y M W W z Z i w CL CL Y J m [il (V 0 K O> J N W r Q M w W mCL ^W N y 0: (O W D m� NO 1\ November 21, 2016 Mike Giovanni Verizon Wireless 3131 South Vaughn Way I Suite 550 Aurora, CO 80014 Subject: Structural Analysis Carrier Designation: Analysis Criteria: Engineering Firm Designation: Site Data: Mike, AeroSolutionS LLC Optimizing Your Tower Infrastructure Aero Solutions LLC 5555 Central Avenue, Suite 100 Boulder, CO 80301 720-304-6882 Carrier Site Name: Walmart Wheat Ridge SC Codes: IBC 2012 w/ Local Amendments ASCE 7-10 AISC 360-10 Aero Solutions LLC Project Number: 097-16-0002 Walmart Wheat Ridge SC 3600 Youngfield Street, Wheat Ridge, CO 80033 Aero Solutions LLC is pleased to submit this passing structural analysis of the existing building for installing one (1) proposed panel antenna, two (2) proposed RRHs, and one (1) proposed OVP on the exterior building wall and rooftop. Additionally, (1) Charles Cube cabinet is to be installed on the exterior wall of the building at ground level. The proposed HEX6564CW000OG panel antenna is to be installed on a proposed 2.0" STD pipe mast supported by two (2) Site Pro 1 SP250 angle mounts, or approved equal, at a RAD center of approximately 22'-0" AGL. The proposed mounts should be thru-bolted to the exterior wall using 1/2"0 thru bolts and 15" long 3"x1/4" backing plates. The proposed RRHs and OVP are to be installed on a proposed SiteProl TRPD-HD ballast mount with a T-0" tall 3.0" STD pipe mast, on the building roof just behind the proposed panel antenna. The proposed B66a RRH and OVP should be installed such that the center of each is approximately 5'-0" above roof level, and the proposed B25 RRH should be installed such that its centerline is approximately 2'-0" above roof level. The proposed tripod mount requires a minimum of 205 lbs of ballast per side, 615 lbs total. The proposed equipment cabinet should be mounted to the exterior wall using 1/2"0 thru-bolts, and installed per manufacturer recommendations. Please refer to Appendix A for supporting structural calculations. The contractor is to verify all assumptions in this report prior to starting construction. Any discrepancies shall be brought to the attention of the engineer. Prepared by: Steve Mustaro, EIT Respectfully submitted by: Matthew Chase, P. E. Structural Engineer CO PE#: 47078 Expires: 10/31/2016 www.aerosolutionsi1c.com c�jl` 47078 m Com. ONAL E�,G ZI t7 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA 2.1) Proposed Antenna/RRH Information 2.2) Project Description 3) ANALYSIS PROCEDURE 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS 4.1) Conclusion and Recommendations 5) APPENDIX A Additional Calculations 6) APPENDIX B Equipment Cut Sheets Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 2 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 1) INTRODUCTION November 21, 2016 Walmart Wheat Ridge SC Page 3 The following report includes the description and calculations for the rooftop mounts at 3600 Youngfield Street in Wheat Ridge, CO. All recommendations and assumptions in this report shall be reviewed carefully prior to the installation of the equipment. 2) ANALYSIS CRITERIA 2.1) Proposed Antenna/RRH Information The proposed equipment consists of one (1) 4' Amphenol HEX654CW000OG panel antenna, two (2) proposed RRHs, and one (1) proposed OVP. The 4' panel weighs approximately 40 lbs including mounting brackets. The RRHs and OVP weigh approximately 55 lbs each and 32 lbs, respectively. 2.2) Photos and Project Description The proposed HEX6564CW000OG panel antenna is to be installed on a proposed 2.0" STD pipe mast supported by two (2) Site Pro 1 SP250 angle mounts, or approved equal, at a RAD center of approximately 22'-0" AGL. The proposed mounts should be thru-bolted to the exterior wall using 1/2"0 thru bolts and 15" long 3"x1/4" backing plates. The proposed RRHs and OVP are to be installed on a proposed SiteProl TRPD-HD ballast mount with a T-0" tall 3.0" STD pipe mast, on the building roof just behind the proposed panel antenna. The proposed B66a RRH and OVP should be installed such that the center of each is approximately 5-0" above roof level, and the proposed B25 RRH should be installed such that its centerline is approximately 2'-0" above roof level. The proposed tripod mount requires a minimum of 205 lbs of ballast per side, 615 lbs total. It is recommended that the proposed ballast mount is centered over an existing main joist -girder or existing column. The proposed equipment cabinet should be mounted to the exterior wall using 1/2"0 thru-bolts, and installed per manufacturer recommendations. 3) ANALYSIS PROCEDURE 3.1) Analysis Method Mathcad 15 and Risa 3D were used to calculate loads and member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1. The exterior wall at the antenna location is assumed to be constructed of 8" thick normal weight CMU with a brick veneer. The CMU wall is assumed to be partially grouted and reinforced with minimum steel required per ACI 530-11. 2. The exterior wall at the cabinet location is assumed to be constructed of 8" thick normal weight CMU, and is assumed to be partially grouted and reinforced with minimum steel required per ACI 530-11. 3. It is assumed that the roof was designed to support a minimum design live load of 20 psf. 4. The structure has been maintained and the building is structurally sound. 5. The configuration of the antennas, transmission cables, mounts and other appurtenances are as specified in the construction drawings prepared by Aero Solutions, project number 097-16-0002. The analysis may be affected if any assumptions are not valid or may have been made in error. Aero Solutions LLC should be notified to determine the effect on the structural integrity of the structure. Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Rooftop Structural Analysis and Engineering Walmart Wheat Ridge SC Project Number 097-16-0002 Page 4 4) ANALYSIS RESULTS 4.1) Conclusion and Recommendations The proposed antenna and equipment cabinet represent less than a 10% increase in lateral loads on the existing structure and less than a 5% increase in gravity loads on the existing structure, and therefore they may be installed as intended. Additionally, the proposed live load due to the ballasted mount is approximately 21 psf. The proposed mount represents an approximate 5% increase in the assumed design live load, and is therefore considered to be acceptable and may be installed as intended. Thus, Aero has determined that the existing structure has sufficient capacity to support the proposed loads, based on the assumptions and project description given in previous sections of this report. No modifications are required at this time. Rooftop Analysis Report - version 0.0.0.1 Rooftop Structural Analysis and Engineering Project Number 097-16-0002 APPENDIX A Additional Calculations Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 5 Nero Solutions, LLC Structural Analysis 1 of i 5555 Central Avenue Verizon Wireless 11/21/201( Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftof 3oulder, CO 80301 Analysis.xmc( General Wind Input PerASCE 7-05: Basic Wind Speed: V:= 150 mph Wind Directionality Factor: Kd := 0.85 Exposure Category: Exp := "C" Topographic Factor: Kzt := 1.0 Gust Effect Factor: G:= 0.85 Mean Roof Height: hroof := 2241 + 0 -in Terrain Exposure Constants a:= 7.0 if Exp = "B" 9.5 if Exp = "C" 11.5 if Exp = "D" "Error" otherwise ASCE 7-10 Reference Section 26.5.1, pg 246 Table 26.6-1, pg 250 Section 26.7.3, pg 251 Section 26.8.2, pg 254 Section 26.9.1, pg 254 Table 26.9-1, pg 256 Z, := 1200 -ft if Exp = "B" Table 26.9-1, pg 256 900 -ft if Exp = "C" 700 -ft if Exp = "D" "Error" otherwise Velocity1) Pressure Kz(z) := 2.01-� z— `° Table 29.3-1, pg 310 Coefficient Function: z gJ Force Coefficient: (GCr) := 1.9 if hroof < 60 -ft Section 29.5.1, pg 308 "NIA" otherwise Minimum Velocity Kz_min - 0.57 if Exp = "B" Table 29.3-1, pg 310 Pressure Coefficieint: 0.85 if Ex C" P= 1.03 if Exp = "D" "Error" otherwise 4ero Solutions, LLC Structural Analysis 2 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop Boulder, CO 80301 Analysis.xmcd General Snow Input PerASCE 7-10: Risk Category: Cat := "II" Ground Snow Load: pg := 35psf Exposure Factor: Ce := 1.0 Thermal Factor: Ct := 1.0 Importance Factor: Is:= 0.8 if Cat= "I" Aant := h -w = 4.26 It 1.0 if Cat= "II" Fantl := gz'GCr'Aant = 364.5 Ibf Equation (29.5-2), pg 308 1.1 if Cat= "IIP' Aant s := h -d = 2.52 ft 1.2 if Cat= "IV" Flat Snow Load: Pf:= 0.7Ce-Ct-is. pg = 24.5-psf Minimum Snow Load: Pf min := Is -pg if pg 5 20psf d := 2.375. in 20psf-Is if pg > 20psf Cf := 1.2 Pf:= max(Pf,Pf min Fpipe := qz-GC f -d = 9.09-plf Pf = 24.5-ps Calculate Wind Loads on Prouosed Aoourtenances: Antenna Height: z:= 22 -ft + O -in ASCE 7-10 Reference Table 1.5-1 pg 2 Figure 7-1, Pg. 34-35 Table 7-2, Pg. 30 Table 7-3, Pg. 30 Table 1.5-2, Pg. 5 Equation 7.3-1, Pg. 29 Section 7.3.4, Pg. 29 Velocity Pressure Coefficient: Kz:= max(Kz(z),Kz_min) = 0.92 Velocity Pressure: qz:= 0.00256-Kz-Kzt•Kd-V2-psf = 45.051-psf Equation (29.3-1), pg 307 Proposed HEX654CW000OxAntenna: Antenna Dimensions: h:= 51.1 -in w:= 12.0 -in d:= 7.1 -in Wantl = 39.7-lbf Wind Area (front): Aant := h -w = 4.26 It Wind Load (front): Fantl := gz'GCr'Aant = 364.5 Ibf Equation (29.5-2), pg 308 Wind Area (side): Aant s := h -d = 2.52 ft Wind Load (side): Fantl s:= gz.GCr'Aant s = 215.7 Ibf Equation (29.5-2), pg 308 Mount Pipe: Pipe Dimensions: d := 2.375. in Force Coefficient: Cf := 1.2 Wind Load Fpipe := qz-GC f -d = 9.09-plf Equation (6-28), pg 29 Aero Solutions, LLC Structural Analysis 3 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop Boulder, CO 80301 Analysis.xmcd Antenna Mount Risa3D Model: Ai 109.351 h Z X Le 109.35 F 64.711b 64.71 I b VII 03 Member Code Checks Loads: LC 2, D -0.6M I Loads: LC 4, D + 0.6'Nz Envelope Only Solution Risa3D Reactions: 3 "N2" 63.673 "LC" "Joint Label" "X [Ib]" "Y [Ib]" "Z [lb]" 2 "N2" -68.451 -25.944 0 A:= 2 "N3" -68.451 -25.944 0 2 "N7" -54.549 60.541 0 2 "N8" -54.549 60.541 0 "LC" "Joint Label" "X [Ib]" "Y [lb]" "Z [Ib]" "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" "LC" "Joint Label" "X [Ib]" "Y [Ib]" "Z [lb]" 3 "N2" 63.673 60.748 0 B:= 3 "N3" 63.673 60.748 0 C:= 3 "N7" 59.326 -26.15 0 D:= 3 "N8" 59.326 -26.15 0 "LC" "Joint Label" "X [Ib]" "Y [Ib]" "Z [lb]" 4 "N2" 17.316 46.484 -40.845 5 "N2" -22.096 -11.721 40.845 C:= 4 "N3" -22.096 -11.721 -40.845 D:= 5 "N3" 17.316 46.484 40.845 4 "N7" 21.863 -5.688 -37.515 5 "N7" -17.084 40.121 37.515 4 "N8" -17.084 40.121 -37.515 5 "N8" 21.863 -5.688 37.515 "LC" "Joint Label" "X [Ib]" "Y [lb]" "Z [lb]" "LC" "Joint Label" "X [lb]" "Y [lb]" "Z [lb]" 6 "N2" -35.165 7.323 -28.878 7 "N2" 58.251 68.611 -28.877 E:= 6 "N3" -63.025 -33.83 -28.878 F:= 7 "N3" 30.383 27.463 -28.877 6 "N7" -24.1 31.658 -26.523 7 "N7" 56.414 -29.633 -26.523 6 "N8" -51.631 64.045 -26.523 7 "N8" 28.874 2.754 -26.523 Nero Solutions, LLC Structural Analysis 4 of 1 5555 Central Avenue Verizon Wireless 11/21/201E Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftor 3oulder, CO 80301 Analysis.xmcc Check Connection Bolts: Use minimum 1/2"OA36 threaded rod. Bolt Diameter. dbolt 0.5 -in Ultimate Stess: Fu := 58•ksi Area Bolt: 2 2 Abolt := 0.25•7r•dbolt = 0.2 -in Fnt:= 0.75 -Fu = 43.5•ksi Fnv:= 0.45 -Fu = 26.1•ksi Q:= 2.0 Nominal Tensile Stress: Nominal Shear Stress: Safety Factor. Int(x) := m <- rows(x) X x(2� Y F x(3) Z F x(4) Int +- 0 for iE I..m- 1 V [F(YTi+ (Zil2]•lbf t E IXil •lbf \ // V AISC 360-10 Reference Table J3.2, pg 16.1-120 Table J3.2, pg 16.1-120 Section J3.7, pg 16.1-125 fn, <- Abolt t frt Abolt Q' Fnt F'nt +--mi 1.3 -Frit - F frv,Fnt Eq (J3 -3B), pg 16.1-125 nv ) Q.frySZ frt Int <- m Int, + Fnv F1nt Int(A) = 3.64•% Int(B) = 3.86•% Int(C) = 2.82•% Int(D) = 2.82•% Int(E) = 3.91•% Int(F) = 4.27•% Maximum Bolt Capacity: Interaction:= max(Int(A),Int(B),Int(C),Int(D),Int(E),Int(F)) = 4.27•% Interaction Check: Check :=I "OK" if Interaction <- 1.0 Check _ "OK" "No Good" otherwise The existing thru bolts are ADEQUATE for supporting the proposed appurtenances. Therefore the proposed antennas can be installed as intended. kero Solutions, LLC Structural Analysis 5 of 1555 Central Avenue Verizon Wireless 11/21/201( >uite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftol 3oulder, CO 80301 Analysis.xmc( Check Proposed RRH and OVP Mount: Antenna Height: z:= 25 -ft + 0 -in Velocity Pressure Coefficient: Kz := max(Kz(z),Kz min) = 0.945 Velocity Pressure: qz:= 0.00256 -KZ Kzt•Kd V2•psf = 46.28•psf Equation (29.3-1), pg 307 Proposed B66a RRH4x45: RRH Dimensions: Wind Area (front): Wind Load (front): Moment Arm: Proposed B25 RRH4x30: RRH Dimensions Wind Area (front): Wind Load (front): Moment Arm: Proposed OVP: OVP Dimensions Wind Area (front): Wind Load (front) Moment Arm: Mount Pipe: Pipe Diameter: Wind Area (front): Wind Load (front) Moment Arm: Kickers: Kicker Dimensions: Kicker Area: Wind Load Moment Arm h:= 25.6 -in w:= 12.0 -in d:= 7.3 -in Arrh := h -w = 2.13 ft Frrhl gz-GCr Arrh = 187.6 Ibf rrrhl := 5 -ft + 0 -in h:= 21.4 -in w:= 12.0 -in d:= 7.2 -in Arrh := h -w = 1.78 ft Frr.h2 := qz-GCr Arrh = 156.8 Ibf rrrh2 2 -ft + 0 -in Wrrhl 56.8•lbf Equation (29.5-2), pg 308 Wrrh2:= 53•1bf Equation (29.5-2), pg 308 h:= 28.9 -in w:= 15.7 -in d:= 10.3 -in Wovp := 32-lbf Aovp := h -w = 3.15 ft Fovp := gz'GCr- Aovp = 277.1 Ibf Equation (29.5-2), pg 308 rovp := 5•11 + 0 -in d:= 3.5 -in h := 72in Apipe := d•w = 0.38 ft2 Fpipe := gz•GCr Apipe = 33.6 lbf rpipe := h = 3 ft 2 w:= 3 -in 1 := 52.5 -in Akick w-1 = 1.09 ft2 Fkick := gz'GCr Akick = 96.18-Ibf rkick 22 -in Equation (29.5-2), pg 308 Equation (29.5-2), pg 308 Aero Solutions, LLC Structural Analysis 6 of 7 5555 Central Avenue Verizon Wireless 11/21/201E Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftor Boulder, CO 80301 Analysis.xmcc Calculate Required Antenna Ballast Weiaht Weight of Mount Base: Wye := 3421bf Weight of Pipe: Wpipe := 451bf Total Weight of Tripod: Wtripod:= Wbase + Wpipe = 387 lbf Total Antenna Mount Weight: Wmount a:= Wtripod + Wrrhl + Wrrh2 + Wovp = 529 IV Overturning Moment Moment on RRH 1: Mrrhl := Frrhl •rrrhl = 938•lbf•ft Moment on RRH 2: Mrrh2 := Frrh2•rrrh2 = 314•Ibf•ft Moment on OVP: Movp:= Fovp'rovp = 1385•lbf•ft Moment on Pipe: Mpipe:= Fpipe•rpipe= 101•lbf•ft Moment on Kicker: Mkick:= Fkick'rkick = 176•lbf•ft Total Overturning Moment: Mover Mrrhl + Mrr.h2 + Movp + Mpipe + 3Mkick = 3267•lbf•ft Check Overturning: (0.6•Mover— 0.6'Wmount a'42.8in) Required Ballast Weight: Wbal:= — = 129 lbf 0.6(128.5 in) Check Sliding Coefficient of Static Friction: µs 0.75 Weight of Mount and Ballast: Wtotal:= Wmount a + 3•Wbal = 916 IV Sliding Resistance: Fslide := µs'0•6Wtotal = 412 lbf Total Wind Load on mount: Fmount:= 0.6(FrrhI + Frrh2 + Fovp + Fpipe + 2•Fkick) = 508 lbf Sliding Check: Sliding_Check :=I "OK" if Fslide > Fmount "No Good" otherwise Sliding—Check = "No Good" Sliding Capacity: Sliding_Capacity := Fmount _ 123.4•% Fslide Increase ballast weight to prevent slidina: Increased Ballast Weight: Wbal:= 205-Ibf Factored Dead Load: Wtotal:= 0.61(Wmount_a + 3Wbal) = 686 lbf Force required to slide tripod: Fsf µs'Wtotal = 515 lbf Factored Wind Load: Fmount:= 0.6(FrrhI + Frrh2 + Fovp + Fpipe + 2•Fkick) = 508 IV Aero Solutions, LLC Structural Analysis 7 of 7 5555 Central Avenue Verizon Wireless 11/21/2016 Suite 100 Walmart Wheat Ridge SC Walmart Wheat Ridge SC - Rooftop Boulder, CO 80301 Analysis.xmcd Sliding Check: Sliding_Check "OK" if Fsf > Fmount "No Good" otherwise Sliding—Check = "OK" nt Sliding Capacity: Sliding Capacity := Fms f F _ 98.8-% Calculate Aonlied Load Total Mount Weight: Wtotal Wmount a + 3' Wbal = 11441bf Mount Footprint Area: Amount= 54.5.112 Wtotal Applied Area Load: Pmount = 20.99•psf Amount The proposed live load due to the ballasted mount is approximately 21 psf. It is assumed that the roof was designed to support a minimum design live load of 20 psf. The proposed mount represents less than a 10% increase from the assumed design live load, and is therefore considered to be ACCEPTABLE. Rooftop Structural Analysis and Engineering Project Number 097-16-0002 APPENDIX B Equipment Cut Sheets Rooftop Analysis Report - version 0.0.0.1 November 21, 2016 Walmart Wheat Ridge SC Page 6 hp enol 696-960 / 1695-2180 / 1695-2180 MHz ANTENNA SOLUTIONS H EX654CW000Ox TRI BAND I HEX PORT I PANEL ANTENNA ( XXX-POL 1 65° / 65° / 65° 1 13.8 / 16.8 /16.8 DBI I VARIABLE TILT Features • AWS -3 Ready • 4x4 MIMO high band compatible • Patented internal RET actuator adds no additional length to the antenna • Can be ordered with a Multi -Device Dual Unit (MDDU) with two separate inputs for independent control of each band Connector Description The antenna has six (6) connectors located at the bottom, each marked with a colored ring. Low Band 696-960 MHz Red Rings 0 (2x) 7/16 -DIN Female High Band #1 1695-2180 MHz Blue Rings 0 (24 7/16 -DIN Female High Band #2 1695-2180 MHz White Rings 0 (2x) 7/16 -DIN Female Electrical Characteristics Frequency Bands (MHz) Low Band High Band#1 and#2 696-960 MHz (2x) 1695-2180 MHz 696-806 806-960 — 1695-1850 1850-1990 2100-2180 Polarization ±45' (2x) ±45' Horizontal Beamwidth 72' 68' 70' 67' 65' Vertical Beamwidth 19' 16' 8.3' 7.5' 7.O' Gain 12.9 dBi 13.8 dBi 15.8 dBi 16.5 dBi 16.8 dBi Electrical Downtilt 0-14' 0-10' Impedance 5052 5052 VSWR < 1.5:1 < 1.5:1 Upper Sidelobe Suppression > 16 dB Typical > 15 dB Typical Front -to -Back Ratio > 30 dB > 28 dB In -Band Isolation > 25 dB > 28 dB Isolation Between Ports > 30 dB > 30 dB IM3 (2x20W carrier) Input Power Diplexed Lightning Protection Operating Temperature < -153 dBc < -153 dBc (2x) 500 W (4x) 250 W No Direct Ground -40' to +60' C (-40' to +140° F) Mechanical Characteristics Dimensions (Length x Width x Depth) 1298 x 305 x 180 mm 51.1 x 12.0 x 7.1 in Antenna Only 13.5 kg 29.8 lbs Weight Antenna with Mounting Bracket Kit MKS09P01 16.2 kg 35.7 lbs Antenna with Mounting Bracket Kit MKS09T01 18.0 kg 39.7 lbs Survival Wind Speed 241 km/hr 150 mph Wind Loads (160 km/hr or 100 mph) Front 480 N 108 Ibf Side 284 N 64 Ibf Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products may be made without notice. REV1109150 www.amphenol-antennas.com 1 of 7 ,Amphenol 696-960 / 1695-2180 / 1695-2180 MHz ANTENNA SOLUTIONS H EX654CW000Ox TRI BAND I HEX PORT I PANEL ANTENNA I XXX-POL 1 65° /65'/65- 13.8/ 16.8 /1&8 DBI I VARIABLE TILT Electrical Downtilt Control Manual Electrical Tilt (MET) Control _ Electrical downtilt for each band can be controlled separately. A colored knob at the end of the tilt indicator allows change of the tilt without need of a tool. The knob color is identical to the corresponding connector ring color. To access the knob, remove the cap by turning it counter -clockwise. It is re -installed by opposite rotation. Do not remove the transparent cap(s) from the antenna. Remote Electrical Tilt (RET) Control Electrical downtilt for each band can be controlled separately. The remote control of the electrical tilt is managed by either a Multi -Device Control Unit (MDCU) or a Multi -Device Dual Unit (MDDU) inserted in the bottom of the antenna. A single actuator individually controls the tilt of each band (no need for daisy chain cables between the bands). This module does not add any additional length to the antenna. For RET control, the transparent caps must be in place and locked. The tilt angle indicators always remain visible and the antenna still has manual tilt control (manual override). Do not remove the transparent cap(s) from the antenna. RET Actuators Multi -Device Control Unit (MDCU) Multi -Device Dual Unit (MDDU) (Units are Field Replaceable) An electronic module that allows the remote Allows two separate RET Controllers to independently control of the electrical downtilt (RET) in Amphenol drive the RETS in Amphenol antennas with factory antennas with factory embedded motors. The installed motors (for antenna sharing). The MDDU is MDCU is factory installed. factory installed. Refer to Ordering Options for unique AISG port configirations Tilt indicators covered by transparent caps. Knob colors are the same as the connectors. Location of the MDCU or MDDU for RET Control (MDCU shown) :be rder to operate RET control, the transparent A4!, covering the tilt adjustment indicators must ngaged and locked. Do not cut them from antenna. Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products may be made without notice. REV1109150 www.amphenol-antennas.com 2 o f 7 Amphenol ANTENNA SOLUTIONS H EX654CW000Ox 696-960 / 1695-2180 / 1695-2180 MHz TRI BAND ( HEX PORT I PANEL ANTENNA I XXX-POL 1 65° / 65° / 65° 1 13.8 / 16.8 / 16.8 DBI I VARIABLE TILT Eo 0 o E 2 E 'E O OO _ o Ur O O O 000 0, � o �® ®� 3 r'4 L2 E E .E ,n o r 305 mm (12.0 in] 54.9 m f6.1 in' Quoted performance parameters are provided to offer typical, peak or range values only and may vary as a result of normal testing, manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to products may be made without notice. REV1 109150 www.amphenol-antennas.com 3 of 7 LT-RL11 AN1 "harles. Equipmentnt Issue 1 1st Printing, August 21, 2014 Charles Universal Broadband Enclosure (CUBE) RL11411AN1 General Description and Installation Table of Contents Page No 1. GENERAL INTRODUCTION............ _ _ .1 1.1 Document Purpose...............................».................1 1.2 Product Purpose ...................................................... 1 1.3 Product Mounting and Location .............................1 2. PRODUCT DESCRIPTION ............. _.- . _ ..1 3. INSTALLATION .................................. ........4 3.1 Inspecting the Product............................................4 3.2 Following and Using Safety Precautions.................4 3.3 Obtaining Tools and Equipment ............ ».............. 4 3.4 Preparing the Installation Site................................4 3.5 Mounting the CUBE ............................... ..._............ 4 3.6 Wiring the CUBE....................................................5 3.7 Verifying the Installation........................»..............5 4. PERIODIC MAINTENANCE ................... 5. TECHNICAL ASSISTANCE AND REPAIR SERVICE...»........ 5 6. WARRANTY & CUSTOMER SERVICE ___.__5 7. SPECIFICATIONS ............................. _. _ ..............6 7.1 Regulatory Specifications........................................6 7.2 Physical Specifications............................................6 1. GENERAL INTRODUCTION 1.1 Document Purpose This document provides general information for the CUBE - RLI 141IAN 1 Charles Industries' Universal Broadband Enclosure (CUBE). Figure 1 shows a closed view of the CUBE. -NOTE- Hereafter, the Charles Universal Broadband Enclosure will be referred to as RG11411AN1 or "CUBE. " 1.2 Product Purpose This CUBE consists of a protective remote terminal enclosure for an integrated system of electronic components and equipment that can serve fiber and copper interfaces. 1.3 Product Mounting and Location This enclosure is suitable for outside plant -type (OSP) locations and those that may require NEC compliance. The outdoor, weather - resistant CUBE is to be mounted on a wall, pole or H -frame. The installer connects the power, fiber and copper connections. Detailed mounting and installation information is covered in Section 3. Figure 1 Closed View of the RL11411ANI 2. PRODUCT DESCRIPTION This section contains information regarding the CUBE's physical design and interior components. Figure 2 shows the dimensions of the RL 1141 IAN 1. The main components of the RLI 1411ANI are shown in Figure 3. The CUBE has these key features: ❑ Door wind latch ❑ Padlockable 3 -point latching 216 -style swing door handle ❑ One 2x8 position ground bar ❑ 14 RU of 19" rack space with EIA hole spacing ❑ Door alarm indicator/switch ❑ 580W heat exchanger with external thermostat ❑ Removable cover plates (both sides) @Copyright 2014 Charles Industries, Ltd. All Rights reserved. Printed in the United States of America Availability of features and technical specifications herein are subject to change without notice. Charles is a registered trademark of Charles Industries. Page 1 of 6 LT-RL11411AN1 "har%s 22.9 3.5 — 16.0 ---' 3.0 � --��. 31.8 28.8 26.3 I ��:,---.42 TYP 2.6 1 2.9 2 4.9 - - 20.0 (5) 2.50/ 1.75 KNOCKOUTS Figure 2 RL11411AN1 Dimensions (in inches) 1 41.9 harles LT-RL11411AN1 14RU,19" HORIZONTAL RACK MOUNT WITH EIA HOLE SPACING THERMOSTAT \ - (V 'R 3PT LATCHING 216 STYLE PADLOCKABLE � ° SWING HANDLE , WIND LATCH 2X8 POSITION GROUND BAR (2) MOUNTING BRACKETS Figure 3 CUBE Components COVER PLATES (REMOVABLE) (BOTH SIDES) -HEAT EXCHANGER 3 LT-RL11411ANI "harles 3. INSTALLATION This section describes the procedures for installing the CUBE, which consist of. • inspecting the equipment • following all safety precautions • determining the mounting location • gathering the necessary tools and equipment • preparing the installation site • mounting/installing the enclosure • grounding the enclosure • making the necessary power connections • installing batteries • making installer fiber and copper cable feed wiring connections inside the enclosure • site cleanup 3.1 Inspecting the Product The CUBE is shipped mounted to a skid. Remove the bolts, unpack the unit, remove and dispose of the packaging material. -INSPECTION NOTE - Visually inspect the unit for damages prior to installation. If the equipment was damaged in transit, immediately report the extent of the damage to the transportation company. 3.2 Following and Using Safety Precautions Read the following site and safety tips, cautions, and warnings, then proceed with the paragraphs that follow. ❑ For installation, follow all National Electrical Codes (NEC) ANSI/NFPA 70 2005, local, environmental, workplace, and company codes, safety procedures, and practices. ❑ Minimum spacing between the accessories and components and the housing for ITE equipment shall be maintained for safe operation of the equipment when installed in accordance with NEC ANSI/NFPA 70-2005 ❑ Read all instructions, warnings and cautions on the equipment and in the documentation shipped with the product. ❑ Ground connections should always be connected first. ❑ Do not place this product on weak or unstable surfaces which may allow the product to fall, resulting in potentially serious damage(s) to persons or product. ❑ The CUBE should be installed by authorized trained personnel only. ❑ In windy conditions, be sure to engage the door latch to secure the door in a stationary position. 4 -WARNING- Perform all bonding and grounding connections prior to any electrical and communications connections. 3.3 Obtaining Tools and Equipment Obtain the following recommended or needed items for installing the CUBE: ❑ Sufficient length and quantities of fiber cable (or pigtails) ❑ Cable scoring, opening, and cutting tools for cable sheathing, shields, wrappings, strength members and buffer tubes ❑ Wire strippers ❑ Crimpers ❑ Cable, tube, wire, and fiber cleaning materials ❑ Protective and/or insulated work gloves ❑ Safety glasses ❑ Tape measure ❑ Marking utensil ❑ #6 ground wire or rod and earth ground materials ❑ Bond strap (optional, from cable bond clamp to bond post) ❑ Any exterior cable strain relief, per company practice ❑ Slotted and Phillips screwdrivers ❑ Assorted cable ties, clips, or fasteners (optional) ❑ Can wrench (216 tool) ❑ Pad -mounting template ❑ Level 3.4 Preparing the Installation Site Observe the following site preparation recommendations: ❑ Adequate horizontal and vertical space should be left between multiple installations to allow for proper cable access, as well as enough room on all sides for opening the doors. ❑ The site must meet minimal personnel and equipment safety requirements. ❑ The distance from the cable entry point should be consistent with local installation practices. ❑ The wall, H -frame, pad or pole must be able to support the weight of the CUBE. ❑ Run all fiber and copper facilities to the site. ❑ Unpack the product and inspect it for damage. 3.5 Mounting the CUBE A- WARNNG - it Risk of injury! A two -person lift and installation is recommended. Always exercise caution when lifting and mounting the unit. �'hcirles LT-RL11411AN1 The CUBE ships at a weight of 82 lbs. Refer to Figure 2 for mounting dimensions for positioning the mounting hardware. Charles recommends using a minimum of 3/8" diameter non- corrosive bolts, washers and nuts for all mounting applications. Bolts need to be of sufficient length depending on which type of mounting is used. ❑ A minimum of '/a" thick plywood is required for wall mounting. ❑ Charles Kit #97-CABPMTKIT is available for pole -mount applications. ❑ Charles Kit #97-001971-A contains hardware for mounting to H -frame unistruts. 3.6 Wiring the CUBE Refer to the block diagram in Figure 4 for connecting the 48V to the RL 1141 IAN 1. After the CUBE is properly mounted in the desired location, install the ground and power connections. -WARNING - Perform all bonding and grounding connections prior to any electrical and communications connections. In order to prevent condensation prior to being placed in service, do not remove the desiccant until turn -up. 3.6.1 Making the Ground Connections The CUBE has one 2x8 position ground bar provided in the equipment compartment. This ground bar should be used for all grounding of internal equipment. 3.6.2 DC Voltage Connections The incoming 48V is connected to the heat exchanger and to the external thermostat as shown in Figure 4. 3.63 Heat Exchanger The 48VDC heat exchanger is a side -mounted, lightweight, low power, long life maintenance -free cabinet cooler. The closed loop unit transfers the heated internal air to the outside, while pulling the cool ambient air to the inside. For more information, refer to the heat exchanger documentation found inside the CUBE. A 5A disconnect device is recommended for the heat exchanger Red wire is negative and black wire is positive. The heat exchanger thermostat is set at 30°C (+/-4 °C) at the factory. The thermostat will turn on at its set point and will not turn back off until the temperature has dropped 7 °C. The thermostat's set point may be lowered or raised depending on internal load and ambient temperature outside. It has a variable range of 0 °C to 60'C. 3.7 Verifying the Installation Verify that earth ground and all grounding and bonding is complete and functional. After verifying that all installer connections are secure and complete, turn on the equipment and verify it turns up correctly. 4. PERIODIC MAINTENANCE In the event that the enclosure needs to be opened in freezing conditions, a narrow, blunt metallic object such as a screwdriver or chisel, along with a non-metallic device like a rubber mallet, may be used to remove excessive ice buildup around the door and locking Heat exchanger connections Heat Exchanger Thermostat Red _48V Blk 48V elk 48V RTN Heat Red Exchanger Figure 4 Electrical Diagram mechanism. A commercial aerosol de-icer spray can be used to free up locks and latches if needed. The heat exchanger requires no scheduled maintenance other than cleaning the fans and the heat exchanger core if they become contaminated with dust or residue. The cover is taken off by removing the four T20 screws on the outside. The heat exchanger should be examined periodically to determine the required cleaning periods based on the installed environmental conditions. 5. TECHNICAL ASSISTANCE AND REPAIR SERVICE For questions on product repair or if technical assistance is required, contact Charles Technical Support at: 847-806-8500 800-607-8500 847-806-8556 (FAX) techservncharlesindustries.com (email) http://www.chariesindustries.com/main/tech_support.htm 6. WARRANTY & CUSTOMER SERVICE Charles Industries, Ltd. offers a one-year warranty on the CUBE product. The Charles warranty is limited to the operation of the CUBE hardware as described in this documentation and does not cover equipment which may be integrated by a third party. The terms and conditions applicable to any specific sale of product shall be defined in the resulting sales contract. For questions on warranty or other customer service assistance, contact your Charles Customer Service Representative at: 847-806-6300 847-806-6653 (FAX) mktservLicharlesindustries.com email http://www.charlesindustries.com/main/telecom sales support.htm 5 LT-RL11411AN1 "har%s SPECIFICATIONS 7.1 Regulatory Specifications ❑ Designed to be compliant to GR -487 -CORE. 7.2 Physical Specifications The physical specifications are shown in Table 1. Category Dimensions and weight 26"Hx23"Wx20"D 82 lbs. as shipped 19" Equipment Rack Space and Hole Spacing 24" (14 RU) EIA spacing with tapped 12-24 Color Off-white Material .125" welded aluminum Maximum Heat Dissipation 580W with heat exchanger Heat Exchanger Dantherm #PS023017Z- Sidemount Bonding and Grounding (1) 2x8 position ground bar Mounting Wall, pole or h -frame. Operating Temp. Range, Inside Enclosure -40° to +149°F, -40° to 65°C Operating Temp. Range, Outside Enclosure -40° to +115°F, -40° to 46°C Humidity 0 to 95% (non -condensing) Altitude Up to 2000 meters (6560') Table 1— RLI 1411AN1 Physical Specifications 6 The Alcatel -Lucent B66a Remote Radio Head 4x45 is the newest addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Its operational range covers beyond that of B4 (AWS) and B10 (AWS+). Supporting 2Tx/4Tx MIMO and 2-way/4-way Rx diversity, the Alcatel -Lucent B66a RRH4x45 allows operators to have a compact radio solution to deploy LTE in the 2100 band (3GPP band 4, 10, and 66a), providing them with the means to = = _ ✓ achieve high capacity, high quality, high reliability, large instantaneous bandwidth, __== and high coverage with minimum site requirements. _=-= "_ The Alcatel -Lucent B66a RRH4x45 product has four transmit RF paths, offering = __ the possibility to select, via software only, 2Tx or 4Tx MIMO configurations with either 2x90W or 4x45W RF output power. It also supports =� 4 -way Rx diversity at the 70 MHz instantaneous bandwidth. " 1' The Alcatel -Lucent B66a RRH4x45 is a compact (near zero -footprint) solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design makes the Alcatel -Lucent B66a RRH4x45 easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. • Supporting LTE in 2110 - 2180 MHz band/DL, 1710-1780MHz/UL (3GPP band 4, 10, and 66a) • LTE 2Tx or 4Tx MIMO (SW selectable) • Configuration:2T2R/2T4R/4T4R • Output power: Up to 2x90W or 4x45W (SW configurable) • 70MHz LTE carrier with 4Rx Diversity 4T4 or 2T4R • Convection -cooled (fan -less) X 1. • Supports AISG 2.0 ALD devices (RET, TMA) through RS485 or RF ports x XX4S���� V6k X x s or X x 20 with MR • Compact to reduce additional footprint when adding LTE in AWS 1-3 band x X • Selection of MIMO configuration (2Tx or 4Tx) by software only • Improves downlink spectral efficiency through 4Tx MIMO ianbesvntchedbetweerr • Increases LTE coverage thanks to 4Rx diversity capability and best in class Rx Jumpers(shortdistancel modes via SW iWo site visit sensitivity • Flexible mounting options: Pole or Wall .........................................................Alcatel -Lucent 0 Features & performance amber of TX/RX patios 4 duplexed (either 4T4R or 2T4R selectable by SW) Ak. AN uency band AWS 1-3, 64/BSO/B66a DL: 2110-2180 MHz / UL: 1710-1780 MHz us bandwidth, #ca70 MHz - 4 LTE MIMO carriers (in 70 MHz occupied bandwidth) carrier bandwidth figure - RX Diversity scheme Sensivity (FRCA 1-3) .0111111111 WN,D) in mm (in.) 41 kg (ib) (w/o mounting HW) power consumption ironmental conditions load (0150krn/h or 93mph) Misc. Interfaces IL A Installation col -PAquiatory conq 5, 10, 15, 20 MHz 2x90W or 4x45W (selectable by SW) 2 dB typical (<2.5 dB max) - 2 or 4 way Rx diversity -104.5 dBm maximum 655x299x182 (25.8x11.8x7.2) (with solar shield) 640x290x16O (25.2x11.4x6.3) (without solar shield) 35.5 (with solar shield) 29.7 (without solar shield) 25.8kg (56.81b) (with solar shield) Nominal: -48V, -40.5 to -57V at full performance, -38 to -57V with relaxation on power consumption 750w typical @100% RF load (in 2Tx or 4TX mode); Add 58W for 2A*29V for AISG -40°C (-40°F) /+55°C (+131°F) ULSOE Type 4 Enclosure 250N (561b) Frontal/150N (341b) Lateral 4 ports 4.3-10 female (50 ohms) VSWR < 1.5 2 CPRI ports (HW ready for Rate 7, 9.8 Gbps) SFP: SMDF (HW supports also SMSF and MMDF) 1 AISG 2.0 output(RS485) Integrated Smart Bias Tees (x2) 4 external alarms (1 connector) 1 DC connector (2 pins) Pole and wall mounting 3GPP 36.141 / 3GPP 36.113 / GR -487 / GR -1089 -CORE / GR -3108 -CORE / UL 60950-1 / FCC Part 27 / FCC Part 15 / GR -3178 -CORE ww.alcatel-lucentcom Alcatel, Lucent, Alcatel -Lucent and the Alcatel -Lucent logo are trademarks of Alcatel -Lucent. All other trademarks are the property of their respective owners. The information presented is subject to change without notice. Alcatel -Lucent assumes no responsibility for inaccuracies contained herein. Copyright @ 2016 Alcatel -Lucent. All Rights Reserved B66A RRH4x45Alcatel-Lucent QO ALCATEL-LUCENT-LUCENT DATA SHEET REV0.1—FEBRUARY 2016 Alcatel -Lucent Band 25 Remote Radio Head 4x30W is the new addition of Remote Radio Head to the extended product line of Alcatel-Lucent's distributed Base Station solutions, aimed at facilitating smooth RF site acquisition and related civil engineering. Supporting 2Tx/4Tx MIMO and 4 -way Rx diversity, Alcatel -Lucent B25 RRH4x30 allows operators to have a compact radio solution to deploy LTE in the PCS band (1.9 GHz, 3GPP band 25), providing them with the means to achieve high capacity, high quality and high coverage with minimum site requirements. The Alcatel -Lucent B25 RRH4x30 product has four transmit RF paths, offering the possibility to select, via software only, 2Tx or 4Tx MIMO configurations with either 2x60 W or 4x30 W RF output power. It supports also 4 -way Rx diversity, LTE carriers from 3 MHz up to 20 MHz and up to 65 MHz instantaneous bandwidth. The Alcatel -Lucent B25 RRH4x30 is a near zero -footprint solution and operates noise free, simplifying negotiations with site property owners and minimizing environmental impacts. Its compactness and slim design maces the Alcatel -Lucent B25 RRH4x30 easy to install close to the antenna: operators can therefore locate this Remote Radio Head where RF design conditions are deemed ideal, minimizing trade-offs between available sites and RF optimum sites, together with reducing the RF feeder needs and installation costs. • Supporting LTE in 1.9 GHz band (PCS, 3GPP band 2 & 25) • LTE 2Tx or 4Tx MIMO (SW switchable) • Output power: Up to 2x60W or 4x30W • Ready for 3, 5, 10, 15 or 20MHz LTE carrier operation with 4Rx Diversity • Ready to support up to 4 carriers anywhere in 65MHz instantaneous bandwidth • Convection -cooled (fan -less) • Supports AISG 2.0 devices (RET, TMA) through RS485 or RF ports X x 4x30W with 4T4R • Compact to reduce additional footprint when adding LTE in PCS band X X X X or • MIMO scheme operation selection (2Tx or 4Tx) by software only X X 2x60W with 2T4R • Full flexibility for multiple carriers operation over entire PCS spectrum X X X X Can be switched between • Improves downlink spectral efficiency and cell edge throughput through MIM04 j X X modes via SW w/o site • Increases LTE coverage thanks to 4 -way Rx diversity capability and best in class Rx sensitivity visit • Flexible mounting options (Pole or Wall) .•.•.•.•............ ..................e............ Alcatel Lucent 0 Features & performance Number of TX/RX paths ..,� j 4 duplexed (either 4T4R or 2T4R by SW) Frequency band 3GPP bands 2 & 25 (PCS -G) DL: 1930 - 1995 MHz UL: 1850 - 1915 MHz Instantaneous bandwidth - #$drriers 65MHz - Up to 4 LTE carriers (in 40MHz occupied bandwidth) LTE carrier bandwidtb�Adk' 0`6 3, 5, 10, 15 or 20 MHz RF Output power 2x60W or 4x30W (by SW) Noise figure (3GPP band 2) 2.0 dB typ. (<2.5 dB max) RX Diversity scheme 2 or 4 way Rx diversity Sizes (HxWxD)(w/ solar shield) in mm (in.) 538 x 304 x 182 (21.2" x 12.0" x 7.2'� Volume (w/ solar shield) in L 30 Weight (w/ solar shield) in kg (Ib) 24 (53) DC voltage range -40.5 to -57V at full performance, -38 to -57V with relaxation on power consumption DC power consumption 999 580W typical @100% RF load Environmental conditions -40°C (-40°F) /+550C (+131°F) IP65 Wind load (01SOkm/h or 93mph) Frontal:<200N / Lateral :<150N Antenna parts 4 ports 7/16 DIN female (50 ohms) VSWR < 1.5 (> 14dB) CPRI ports 2 CPRI ports (HW ready for Rate7 / 9.8 Gbps) AISG interfaces 1 AISG2.0 output (RS485), +24V/2A DC power Integrated Smart Bias Tees (x2) Misc. Interfaces 1 external alarms connector (4 alarms) 4 RF Tx & 4 RF Rx monitor ports 1 DC connector (2 pins) Installation conditions Pole and wall mounting Regulatory compliance 3GPP 36.141 / 3GPP 36.113 / GR -1089 -CORE / GR -3108 -CORE / UL 60950-1 / FCC Part 27 —Alcatel-lueenteom Alcatel, Lucent, Alcatel -Lucent and the Alcatel -Lucent log, arc trademarks of Ale—l-Laccial All other trademarks are the property of their respc"o'c owners. Me information p—at., wbtect to change without notice sumes . Alcatel -Lucent asmt—ponsibility for inaccwacies amtaincd h rear Copyright � 2014 Alcatel -Lucent. All Righd R—ed B25 RRH4x30 ALCATEL-LUCENT DATA SHEET REY3.1—JANUARY 2015 2 Alcatel -Lucent Q9, DATA SHEET Raycap's flexible Tower, Base Stations and Rooftop protection and Distribution products provide protection for up to 6 Remote Radio Heads/Integrated Antennas. The solutions mitigate the risk of damage due to lightning and provide high levels of availability and reliability to radio equipment. ��E DC Surge Protection for RRH/Integrated Antenna Radio Head RHSDC-4750-PF-48 • RHSDC-3315-PF-48 Tower / Base / Rooftop / Rooftop Distribution Models Features Mounting Bracket Included ­' .— pu—, 90° elbow for side entry. Can be installed on left or right side of unit. • Employs the Strikesorb® 30 -V1 -HV Surge Protective Device (SPD) specifically designed for the Remote Radio Head (RRH) installation environment and certified for use in DC applications and at low DC operating voltages (48V). • The Strikesorb 30 -Vi -HV is a Class I SPD, certified by VDE per the IEC 61643-1 standard as suitable for installation in areas where direct lightning exposure is expected. Strikesorb 30 -V1 -HV is able to withstand direct lightning currents of up to 5kA (10/350) and induced surge currents of up to 60kA (8/20). • Provides very low let through / clamping voltage - unique for a Class I product - as it does not employ spark gaps or other switching elements. Strikesorb offers unique protection levels to the RRH equipment as well as the Base Band Units. • Alarms for SPD sacrifice, Moisture detection and Intrusion. • Fully recognized to the UL 1449 3rd Edition Safety Standard. • Digital Voltmeter with six (6) position switch to monitor each DC circuit (Model RHSDC-3315-PF-48). • Patent pending design Benefits • Offers unique maintenance -free protection against direct lightning currents. • Protects up to 6 Remote Radio Heads and connects up to 12 fiber pairs. • Utilizes an IP 67 rated enclosure, allowing for indoor or outdoor installation on a roof or tower top. • Configurable cable ports are designed to accommodate varying diameters of hybrid (combined power and fiber optic) or standard cables with diameters up to 2" (will fit most standard 15/9" coax class cables) depending upon port configuration. • Lightweight aerodynamic design provides maximum flexibility for tower top installation. • Companion to the RHSDC- 1 064 -PF -48 (Sector) model. ra DCI -48-60-18U 411 , Tower / Base / Rooftop / Companion Sector Model: © 2013 Raycap All rights reserved. Rooftop Distribution Models: RHSDC-1064-PF-48 RHSDC-4750-PF-48 G02-00-256 130521 RHSDC-3315-PF-48 www.raycapsurgeprotection.com L j Features Mounting Bracket Included ­' .— pu—, 90° elbow for side entry. Can be installed on left or right side of unit. • Employs the Strikesorb® 30 -V1 -HV Surge Protective Device (SPD) specifically designed for the Remote Radio Head (RRH) installation environment and certified for use in DC applications and at low DC operating voltages (48V). • The Strikesorb 30 -Vi -HV is a Class I SPD, certified by VDE per the IEC 61643-1 standard as suitable for installation in areas where direct lightning exposure is expected. Strikesorb 30 -V1 -HV is able to withstand direct lightning currents of up to 5kA (10/350) and induced surge currents of up to 60kA (8/20). • Provides very low let through / clamping voltage - unique for a Class I product - as it does not employ spark gaps or other switching elements. Strikesorb offers unique protection levels to the RRH equipment as well as the Base Band Units. • Alarms for SPD sacrifice, Moisture detection and Intrusion. • Fully recognized to the UL 1449 3rd Edition Safety Standard. • Digital Voltmeter with six (6) position switch to monitor each DC circuit (Model RHSDC-3315-PF-48). • Patent pending design Benefits • Offers unique maintenance -free protection against direct lightning currents. • Protects up to 6 Remote Radio Heads and connects up to 12 fiber pairs. • Utilizes an IP 67 rated enclosure, allowing for indoor or outdoor installation on a roof or tower top. • Configurable cable ports are designed to accommodate varying diameters of hybrid (combined power and fiber optic) or standard cables with diameters up to 2" (will fit most standard 15/9" coax class cables) depending upon port configuration. • Lightweight aerodynamic design provides maximum flexibility for tower top installation. • Companion to the RHSDC- 1 064 -PF -48 (Sector) model. ra DCI -48-60-18U 411 , Tower / Base / Rooftop / Companion Sector Model: © 2013 Raycap All rights reserved. Rooftop Distribution Models: RHSDC-1064-PF-48 RHSDC-4750-PF-48 G02-00-256 130521 RHSDC-3315-PF-48 www.raycapsurgeprotection.com SPECIFICATIONS Electrical Model Numbers Nominal Operating Voltage DC Surge Protection for RRH/Integrated Antenna Radio Head RHSDC-4750-PF-48 • RHSDC-3315-PF-48 Tower / Base / Rooftop / Rooftop Distribution Models RHSDC4750-PF-48 RHSDC-3315-PF-48 48 VDC 48 VDC Nominal Discharge Current [Ij n/a 20 kA 8/20 µs Maximum Surge Current [lm_] n/a 60 kA 8/20 µs Maximum Impulse (Lightning) Current per IEC 61643-1 n/a 5 kA 10/350 ps Maximum Continuous Operating Voltage [U.] n/a 75 VDC Voltage Protection Rating (VPR) per UL 1449 3rd Edition n/a 400V Protection Class as per IEC 61643-1 n/a Class I SPD Alarm n/a upon sacrifice Intrusion Sensor microsxitch microswitch Moisture Sensor infrared moisture detector infrared moisture detector Strikesorb Module Type Mechanical Suppression Connection Method 30 -Vi -HV No Strikesorb modules installed Strikesorb modules installed to (used as Distribution Unit only) protect 6 Remote Radio Heads Compression lug, #14 - #2 AWG (2 mm2 -33 mm2) Fiber Connection Method LC -LC Single mode Pressure Equalizing Vent GoreTM Vent Environmental Rating IP 67 Operating Temperature -40' C to +80° C UV Resistant Yes Weight System: 26 lbs (11.80 kg) System: 32 lbs (14.51 kg) Combined Wind Loading 150mph (sustained): 185 lbs (823 N) Strikesorb modules are compliant to the following Surge Protective Device (SPD) Standards Standards ANSVUL 1449 3rd Edition IEEE C62.41 NEMA LS -1, IEC 61643-1:2005 2nd Edition (Class I Protection) IEC 61643-12 Product Diagram Fmri EN 61643-11:2002 (including Al 1:2007) sada Bowo [mm] inches Am Raycp AWG=American Wire Gauge C us "E C E G02-00-256 130521 ,J, E w z (7( 0 \ / c � r � ? 2 § ) cr cr z w a. W § § z § J Q Ln c Lr' (A U� U')V)tn L�g t:� �2� j N � O Z N (O LU w 3 c c w C LU m (A�/ w LL N E 0 �O O U CY O oo�a @ J i O v 01 fII a' tD C M r J o F= E u O O m / ^ A C CC `~ C L o m + O CL O+.'o N O o � d � 6 I-� co W W u QJ Q M O Z 'I w 0- 0. a Y J 7 fG N 7 K O} J N W m� W �m iz:W N y W �O m� NO 1\ ■ _ City of '�" W heatidge MheMUNITy DEVELOPMENT Wheat Ridge Building Division Approved Plans Plans Examiner Date Validity of permit: The issuance of a permit or approval of plans pe ifications and corTlputations shall not be a permit for. or an ny violation to any of the provisions s the building or of any City ordinances. Permits presuming to give 1208 WALMART WHEAT RI—s authorityo vloiate or concei the provisions of the Building codes APPROVED V E RZ 1 O N PROJECT # 201613114406 or other ordinances of the City shall not be volid. SMALL CELL C01��NTS; 3600 YOUNGFIELD ST. WHEAT RIDGE, COLORADO 80033 CONSTRUCTION DRAWINGS SHEET INDEX T-1 TITLE SHEET SITE DIRECTIONS CLIENT PROJECT DATA Z-1 SITE PLAN DEPART 3131 S VAUGHN WAY, AURORA, CO 80014: HEAD WEST ON E BETHANY PL TOWARD E CORNELL AVE. TURN RIGHT ONTO E CORNELL AVE. E CORNELL AVE TURNS RIGHT AND BECOMES S URSULA ST. TURN LEFT ONTO E YALE AVE. TURN LEFT ONTO S HAVANA ST. CONTINUE ONTO E HAMPDEN AVE. USE THE RIGHT LANE TO TAKE THE RAMP ONTO 1-25 N. MERGE ONTO 1-25 N. TAKE EXIT 209A-2098 TOWARD 209A/209B/6TH AVE E. KEEP RIGHT AT THE FORK TO VERIZON WIRELESS REAL ESTATE 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: CAROL WEBER PHONE: 720-683-2572 JURISDICTION: CITY OF WHEAT RIDGE ZONING: C - COMMERCIAL APN: 39-292-05-007 C-1 EQUIPMENT PLAN & ANTENNA LAYOUT C-2 EXISTING ELEVATION C-3 PROPOSED ELEVATION C-4 CONSTRUCTION DETAILS C-5 CONSTRUCTION DETAILS CONTINUED CONTINUE ON EXIT 2098, FOLLOW SIGNS FOR US -6 W/6TH AVE W/LAKEWOOD. KEEP RIGHT TO CONTINUE TOWARD US -6 W/6TH AVE. KEEP LEFT AND MERGE ONTO US -6 W/6TH AVE. EXIT ONTO SIMMS ST. MERGE ONTO SIMMS ST. TURN LEFT ONTO W 32ND PARCEL SIZE: 438,731 S.F. ELEVATION: 5,507' (NAVD 88) PROPERTY OWNER A-1 ANTENNA SCHEDULE & MOUNTING PLAN WAL MART REAL ESTATE BUSINESS TRUST A-2 OVP & REMOTE RADIO HEAD DETAILS E-1 ELECTRICAL SPECIFICATIONS & LEGEND AVE. TURN RIGHT ONTO YOUNGFIELD ST. THE BUILDING WILL BE ON THE RIGHT. PO BOX 8050 BENTONVILLE. AR 72712 STRUCTURE TYPE: BUILDING E-2 ONE -LINE DIAGRAM, PANEL SCHEDULE & ELECTRICAL PLAN G-1 GROUNDING PLAN & DETAILS STRUCTURE HEIGHT: 24'-O"t (TOP OF PARAPET) ANTENNA RAD CENTER: 27'-0" AGL APPLICANT: VERIZON WIRELESS APPLICANT CONTACT: CAROL WEBER 3131 SOUTH VAUGHN WAY #550 AURORA, COLORADO 80014 PH: 720-683-2572 PROJECT DESCRIPTION CONSTRUCTION MANAGER 7. INSTALL NEW EQUIPMENT CABINET ON EXTERIOR WALL 2. INSTALL (1) NEW ANTENNA ON EXTERIOR WALL. 3- INSTALL (2) NEW REMOTE RADIO HEADS ON NON -PENETRATING SLED MOUNT. VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: MIKE GIOVANNI PHONE: 303-873-2620 VJCINI l.1 ,.IAP a oru e ? ENGINEERING: AERO SOLUTIONS, LLC 4. INSTALL (1) NEW OVP SURGE SUPPRESSION BOX ON NON -PENETRATING SLED MOUNT. RF ENGINEER ENGINEERING CONTACT: STEVE MUSTARD VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 s r = 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: 720-304-6882 5. INSTALL NEW FIBER VAULT FOR PROPOSED FIBER RUN. 6. RUN NEW FIBER AND POWER TO PROPOSED EQUIPMENT- am N— g - { � 3, - PROJECT/'°•Td CONTACT: MICHELLE MORHMAN EMAIL' miehelle.morhmanOverizonwireless.com 7. INSTALL NEW 1-5/8" LOW INDUCTANCE HYBRIFLEX CABLE TO PROPOSED OVP. SITE ACQUISITION APPROVALS AREA c oe,•e cawe�` �� a N w m ks "fi M. +c m+ v .ra m.c wa nnPHONE: wza w,.wbe w3161RW = ° 1r W E SURE SITE 8534 NORTHFIELD BLVD., #3700 DENVER, CO 80238 CONTACT: RAYMOND TAYLOR 303-355-8236 VERIZON (RF): DATE: VERIZON (CONST.): OATIE. CODE ANALYSIS BUILDING CODE: IBC 2012 ELECTRICAL CODE: NEC 2014 FIRE SAFETY CODE: IFC 2012 ENGINEER AERO SOLUTIONS, LLC 5555 CENTRAL AVE #100 BOULDER, CO 80301 CONTACT: STEVE MUSTARO PHONE: 720-304-6882 wa$p Kens sC+eek due... ee,>.xo tx s ` 61r.. n,nouth w"6p e USE GROUP: U - UTILITY CONSTRUCTION TYPE: IIB VERIZON (R�: DATE LANDLORD: DATE SCALE: 1"=1000' WHEAT RIDGE, COLORADO verizonv 3131 SOUTH VAUGHN WAY ;500 AURORA, COLORADO 80014 (303) 873-2652 AeroSolutionS LLC Optimizing Your Tcv, r infrastructure 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 AERO PROJECT #: 097-16-0002 REVISION SCHEDULE 0 01-13-17RPH FINAL CDs B 01-03-17 RPH REVISED A 11-23-16 RPH 90% CONSTRUCTION DWGS REV DATE BY DESCRIPTION DRAWING TITLE: TITLE SHEET DRAWING SHEET: T=1 SHEET NUMBER: 1 OF 12 SITE INFORMATION: SITE NAME: 1208 WALMART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY_ OF WHEAT RIDGE MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE /47078 (EXP. 10/31/2017) GENERAL NOTES: verizon N 1. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED 'BOUNDARY DETAIL' BY RLE CONSULTING, DATED 06/15/16. 3131 SOUTH VAUGHN WAY $500 \ 2. THE PROPOSED FACILITY WILL CAUSE 'DE MINIMIS' INCREASE IN STORMWATER AURORA,60014 (303)) 8 873-2673-2652 RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO HANDICAP ACCESS REQUIRED). 5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. EXISTING UTILITI' EASEMENT �� 6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVE 19�) (/� AeroSolutionS LLC �j Opurrmng YoU+Tower mGasnaure 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. / 5555 CENTRAL AVENUE #100 > 8. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. BOULDER, COLORADO 80301 PH:(720) 304-6882 9. ANY WORK ASSOCIATED WITH THE ROOFING MEMBRANE SUCH AS ANCHORAGE, FAX: (720) 304-6883 • J u CONDUIT PLACEMENT, ADDED ISOLATION PADS, ETC. MUST BE INSTALLED BY A ROOFER THAT IS APPROVED BY THE MANUFACTURER OF THE INSTALLED ROOF AERO PROJECT #: 097-16-0002 e MEMBRANE' 10. NOTIFICATION OF DATE AND TIME SHALL BE MADE TO THE APPROPRIATE cL -p N WALMART REPRESENTATIVES AGREED TO SUCH AS THE STORE MANAGER, CLIENT CONTACT AT WALMART HEADQUARTERS OR CONSTRUCTION MANAGER. REVISION SCHEDULE i N � `>I 11. ACCESS R VIA H MADE VIA PROPER AREAS EITHER THROUGH THE ROOF HATCH OR VLA THE JB CRANE AREA - GAS - GAS G S I -n 12. FMAL WORK SHALL BE PROPERLY SEALED AND WATERTIGHT. ALL DEBRIS SHALL , NE RECORD OF FINAL ®�S ,M ¢ ° I THE ROOF O BE SENSO70 THE REPRESENTATIVE. EXISTING SEWER EASEMENT ,/ NRAPHIC OTIFICBE ATION DONE NOTIFICATION DF COMPLETIONCOMMUNICATION. WORK SHALL BE DONE VIA THE AGREED UPON CWMNELS OF COMMUNICATION. Iia_ • I N I Iu h 13. RF SIGNAGE T BE INSTALLED AT ANY/ALL ROOF ACCESS POINTS ON THE 111 I, BUILDING. ,p L p� _ 0 01-13-17 RPH FINAL CDs o- I ® n GAS N � a 8 01-03-17 RPH REVISED A 11-23-16 RPH 90S CONSTRUCTION DWGS a r 'p I�[�J n u N o REV DATE I BY DESCRIPTION GG gg � � o APPROXIMATE LOCAION O DRAWING TITLE: e v N EXISTING ELECTPoCAL RDOM *�� � I n j EXISTING TRANSFORMED ea` SITE PLAN a EXISTING BUILDING I u � PROPOSED 2'0 ELECTRICAL CONDUIT. ROUTE -'r►7 (r -GAS FROM EXISTING ELECTRICAL ROOM TO PROPOSED TRANSFORMER LOCATION DRAWING SHEET: EXISTING GAS p Z-1 PARKING LOT �i-' -- CABINET MOUNTED TOEXTERIORWALL (SEE DETAIL 1/C-4) - A O GAS ---�y L� N `" ED GAS GAS PROPOSED 10'-0' WIDE ACCESS AND FIBER EASEMENT SHEET NUMBER: 2 OF 12 IL I 6 GAS IGAS - G SITE INFORMATION: EXISTING UTILITY EASEMENT Ln PROPOSED 2'z3' FIBER VAULT I (SEE DETAIL 5/C-5) SITE NAME: 1208 WALMART - - L� - - - - —� —i - - WHEAT RIDGE -Ir— SITE ADDRESS: 3600 YOUNGFIELD ST. GAS- WHEAT RIDGE, CO 80033 I PROPOSED VERIZON ANTENNA FLUSH I MOUNTED TO BUILDING EXTERIOR (PAINT To MATCH) NEWUNDERGROUND RUNTOPROPOSED CABINET (SEE DETAIL 3/c-5) JURISDICTION: (SEE DETAIL I/A-1) I SITE COORDINATES PROPOSED 30A, 2P, 15KVA TRANSFORMER CITY OF WHEAT RIDGE (2) PROPOSED RRH'S ON AND PANELLAT 39° 45' 58.40" NORTH (NAD83) (SEE SHEETS A-1 & A-2 FOR MORE DETAIL) � ^ia NON -PENETRATING SLID MOUNT - (SEE SHEET A-2 FOR MORE DETAIL) I I LONG 105' 08' 24.17' WEST (NAD 83) PROPOSED OVP ON JOH :'�^' 3 /� `ry' A,(SEE NT NON -PENETRATING SLED MOUNT -' SHEET A-2 FOR MORE DETAIL) I AP P E D j ® 0#00�roo SITE PLAN i,1 :ew<[: r.ao•a^ PROPOSED CABLE ROUTED IN 12 CABLE TRAY FROM EQUIPMENT BY. ( _ 47078 _ CABINET T ANTENNA Know below. �O'�441 '. GRAPHIC GRAPHIC SCALE (SEE DETAIL 2/C-3) what's DATE:- 2 �— Call before dig. 21 you COMWNTS: : ONAL '? ( IN FE Ef ) 1 inch = 50IL isi e[ oa±Euw trouoNwx<[ ..cr ac (SCALE BASED ON FULL SIZE 24"x38" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) *Hwc ra�uFa[cuunoTMxs MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE 047078 (EXP. 10/31/2017) PROPOSED VERIZON ANTENNA FLUSH MOUNTED TO BUILDING EXTERIOR (PAINT TO MATCH) (SEE DETAIL 1/A-1) C-3 PROPOSED OVP ON NON—PENETRATING SLED MOUNT (SEE DETAIL 1/A-2) PROPOSED AWS RRH ON NON—PENETRATING SLED MOUNT (SEE DETAIL 2/A-2) PROPOSED PCS RRH ON NON—PENETRATING SLED MOUNT (SEE DETAIL 3/A-2) PROPOSED CABLE ROUTED IN 12" CABLE TRAY FROM PARAPET TO ANTENNA (SEE DETAIL 3/C-4) 12'-9'f PROPOSED 2'I ELECTRICAL CONDUIT. ROUTE FROM EXISTING ELECTRICAL ROOM TO _ PROPOSED TRANSFORMER LOCATION (SEE DETAIL 3/C-4) PROPOSED 12" CABLE TRAY ROUTED UP BUILDING EXTERIOR (SEE DETAIL 4/C-4) PROPOSED CABLE ROUTED ALONG PARAPET FROM EQUIPMENT TO CABLE TRAY — (SEE DETAIL 3/C-4) -------------- EQUIPMENT PLAN C•1 SCALl1 X11r•1'4r GRAPHIC SCALE N I ++ (IN FEET ) N N 3/16 inch = I ft. 110 (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) µ (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) PROPOSED VERIZON EQUIPMENT CABINET MOUNTED TO EXTERIOR WALL (SEE DETAIL 1/C-4) INSTALL NEW FIBER FDP WITHIN PROPOSED EQUIPMENT CABINET (MULTIUNK FWP-8SC-12SP) PROPOSED 6'0 BOLLARD (TYP OF 4) (SEE DETAIL 4/C-5) PROPOSED 10'-0' WIDE ACCESS AND FIBER EASEMENT 0 GENERAL NOTES: 1_ 1H E CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES. 2- THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS. ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY DETAIL' BY RLF CONSULTING, DATED 06/15/16. B. THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE MINIMIS' INCREASE IN STORMWATER RUNOFF. THEREFORE. NO DRAINAGE STRUCTURES ARE PROPOSED. 9. NO NOSE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 12. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 13. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 14. MONIES AND ANTENNAS ARE DESIGNED TO MEET EIA/TIA-222—G AS PER IBC 2012 REQUIREMENTS. 15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL, 16. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL' TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 17. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT OWNERS REPRESENTATIVE. CABLE TABLE SECTOR ` PROPOSED FIBER RUN FROM VAULT NO. TO NEW EQUIPMENT CABINET TYPE (SEE DETAIL 3/C-5) Y PROPOSED 30A, 2P, 15kVA TRANSFORMER AND PANEL 1 (SEE SHEETS E-1 h E-2 FOR LOW INDUCTANCE HYBRIFLEX MORE DETAIL) 0 GENERAL NOTES: 1_ 1H E CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES. 2- THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS. ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY DETAIL' BY RLF CONSULTING, DATED 06/15/16. B. THE PROPOSED FACILITY WILL CAUSE ONLY A 'DE MINIMIS' INCREASE IN STORMWATER RUNOFF. THEREFORE. NO DRAINAGE STRUCTURES ARE PROPOSED. 9. NO NOSE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 12. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 13. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 14. MONIES AND ANTENNAS ARE DESIGNED TO MEET EIA/TIA-222—G AS PER IBC 2012 REQUIREMENTS. 15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL, 16. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL' TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 17. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT OWNERS REPRESENTATIVE. CABLE TABLE SECTOR AZIMUTH LENGTH NO. SIZE TYPE A 270' ±350' 1 1.518" LOW INDUCTANCE HYBRIFLEX LENGTHS ARE ESTIMATES; CONTRACTOR AND/OR CONSTRUCTION MANAGER SHALL FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING. 2. ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH THE RF DEPARTMENT PRIOR cm at TO INSTALLING ANY ANTENNAS. Wheat RId9e Know whars below. 0111 before you dig. cammx�iou•nsr a env c�o�w�ii� xv#eftrizom-�" 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AeYOSDIU rInfra LLC OpfuniZing Your Tower lnfraShucWn= 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 AERO PROJECT #: 097-16-0002 REVISION SCHEDULE 0 01-13-17 RPH FINAL CDs B 01-03-17 RPH REVISED A 11-23-16 RPH 90% CONSTRUCHON DWGS EV DATE BY DESCRIPTION DRAWING TITLE: EQUIPMENT PLAN DRAWING SHEET: C-1 SHEET NUMBER: 3 OF 12 SITE INFORMATION: SITE NAME: 1208 WALMART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT RIDGE 47078 m MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER UCENSE #47078 (EXP. 10/31/2017) verizon\/ 3131 SOUTH VAUGHN WAY #500 EXISTING AWNING AURORA, COLORADO 80014 (303) 873-2652 TOP OF PARAPET 24'-6-± AGL 1:11:11:11:1111 It <1 mpg 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 AERO PROJECT #: 097-16-0002 REVISION SCHEDULE GRADE 0'-O"± AGL EXISTING EXIT DOORS EAST ELEVATION 0 01-13-17ftPHnNALCIDs — 8 01-03-17 RP44 REVISED A 11 -23-16 RIPH 908 CONSTRUCTION DWGS REV WE DESCRIPTIONYDESCRIPTION/'wPROVED DRAWING TITLE: EXISTING ELEVATION "AIN DRAWING SHEET., C=2 SHEET NUMBER: 4 OF 12 SITE INFORMATION: EXISTING EXIT DOOR SITE NAME: 1208 WALIVART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY 0 RIDGE WEST ELEVATION Kmw whars below. .- 4/ r v 47078 k/ GRAPHIC SCALE loll I Call before you dig. 0 A lM5—o T -1- -11- , IN FEET Vi acw.mxu71 3/16 inch = I It, (SCALE BASED ON FULL SIZE 24',CM' SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) MATTHEW CHASE, F.E. COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) verizon�f PROPOSED OVP ON _ PROIZON ANNA TO BUILDING EXTERI USH MOUPNTEDOR 3131 SOUTH VAUGHN WAY #500 NON -PENETRATING SLED MOUNT — (PAINT MATCH) AURORA, COLORADO 80014 (SEE DETAIL t/A-2) T (SEE DETAIL t/A-1) 303 873-2652 ( ) PROPOSED AWS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 2/A-2) PROPOSED PCS RRH ON EXISTING AWNING NON -PENETRATING SLED MOUNT (SEE DETAIL 3/A-2) AeroSolutions LLC TOP OF PARAPET 24•-6't AGL Optimizing Your Tower lnfrastractwe PROPOSED VERIZON RAD CENTER _ _ _ _ - 22'-0• AGL 5555 CENTRAL AVETIUE ;100 _ _ ............................................... ..... ............ ....: ....................... PH: (720) 304-6882 FAX: (720) 304-6883 .� PP7 "J• i•;^ AERO PROJECT f: 097-16-0002 REVISION SCHEDULE 1 N iV N I I GRADE 0'-0"t AGL EXISTING EXIT 0 EAST ELEVATION 0 01-13-17RPH RNAL CDs B 01-03-17 RPH REVISED DOORS APPROVED A 11-23-16 RPH 90% CONSTRUCTION DWGS REV DATE BY DESCRIPTION BY d. DRAWING TIRE: ?ATE: - 2 '74 PROPOSED PROPOSED AWS GRH ON D NON -PENETRATING SLED MOUNT COMM ENTS. ELEVATION (SEE DETAIL 2/A-2)-- -- PROPOSED OVP ON NON -PENETRATING SLED MOUNT DRAWING SHEET: (SEE DETAIL 1/A-2) PROPOSED 3 PORT ENTRANCE PANEL I— (SEE DETAIL 7/C-4) C=3 PROPOSED PCS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 3/A-2) PROPOSED 12' CABLE TRAY (SEE DETAIL 4/C-4) elm SHEET NUMBER: 5 OF 12 ZL Wheat�ld�' — - - - -- - - - - - - - - - - - - -- ------ ------------------------- Q\V,$ SITE INFORMATION: EXISTING EXIT DOOR A 7� V SITE NAME: 1208 WALMART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF RIDGE (WHEAT PROPOSED 30A, 2P, 151VA ` TRANSFORMER AND PANEL (SEE SHEETS E-1 & E-2 FOR •• /11J y �vr JC ••• ,.. MORE DETAIL) INSTALL NEW FIBER FDP WITHIN PROPOSED EQUIPMENT CABINET CE1 (AIULTILINK FW-8SC-12SP) ; 4778 WEST ELEVATION c a 15GAM:1,s•" -0 \ PROPOSED VERIZON EQUIPMENT CABINET WALL — MOUNTED TO EXTERIOR WALL Know what's below. ••, : • 4i' o '• GRAPHIC SCALE \ (SEE DETAIL 1/c -a) Call before you dig. Y 9• •-•' , • , • . `s`s,OMAX-AZ� \ CpKNUCliox YvaT F£ DOK�CWNMxfE 1N FEET 3/16 inch - I N. PROPOSED 6.0 BOLLARD •" °` mxc".c siuwn"'' ._ (TYP OF 4) MATTHEW CHASE, P.E. (SCALE BASED ON FALL SIZE 24':036' SHEETS ONLY)( SEE DETAIL 4/ C-5) (DO NOT USE SCALE ON OTHER SEED DRAWINGS) COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) 00 01 viverizon,' 3731 SOUTH VAUGHN WAY 0500 AURORA, COLORADO 80014 (303) 873-2652 m 0 0 0 a PROPOSED 1 5/8" STACKABLE SNAP -IN HANGER 12" COAX KIT, SITE PROT PART NO. SLP1542,i PROPOSED 1 5/e" MERIFLEX OR APPROVED EQUAL CABLE � AelroSotutions uccf 1'-11 _ 1'-10 PROPOSED RUBBER SLEEPER PAD, SITE PROT PART NO. RP4, o OR APPROVED EQUAL 5555 CENTRAL AVENUE {J100 BOULDERCOLORADO 80301 , INSTALL NEW FIBER FDP WITHINF, PROPOSED EQUIPMENT CABINET I (MULTILINK FWP-8SC-I2SP) _- I --__� LJ CHARLES CUBE SMALL CELL CABINET MODEL RL1 IAN1 CGHT 12" CABLE TRAY DETAIL C.1 N.Ti 20) 304-6882 FAX: (720) 304-6883 AERO PROJECT �: 097-16-0002 N 8A6ASHIPPED) REVISION SCHEDULE CHARLES SMALL CELL CABINET u N.Ti 0 01-13-17 FINAL CDs PERFORATED STRUT CHANNEL U.L. SYSTEM N0. CAJ1150 METAL PIPE/CON WR THROUGH CONCRETE FLOOR F 11041110 = 3 -HR T RA7W = O -W OR WALL B 01-03-17RPH REVISED A 11-23-16 90% CONSTRUCTION DWGS REV DATE BY DESCRIPTION GASKET TOP VIEW CONDUIT CLAMP SECTION A -A - (CUPPED OR BOLTED) PROPOSED 2" PROPOSED 1 5/8" STACKABLE rA CONDUIT STRAP SNAP -IN HANGER EXISTING - _ PROPOSED 2" CONDUIT WALL 1 5/8" HYBRIFLEX CONDUIT/CABLE CABLE PROPOSED 12" WALL MOUNT COVERED coAx C4. SITE PROT PART N0. OR APPROVED EQUAL EQUAL 0 15DRAWING MIN. 1/2" DEPTH CROWN ,-OF HILT] FS601 SEALANT AT POINT OF CONTACT DRAWING TITLE: CONSTRUCTION DETAILS j - - SHEET: SEALANT (TP) ANCHOR -T EXISTING EXTERIOR --' WALL 1/4"0 HILTI ANCHOR W/ MIN. L --A EMBEDMENT INTO EXISTING WALL \ C=4 PARAPET _PROPOSED ARMORED CABLE WALL MOUNTED CABLE TRAY DETAIL u NTT. INSPECTED 1. EXISTING CORES TO BE INSPECTED FOR EVIDENCE IF EVIDENCE OF CUT RE -BAR IS FOUND, CONTACT ENGINEERS IMMEDIATELY TO INVESTIGATE FURTHER. OF CUT RE -BAR, ADVANTAGE SHEET NUMBER: 6 OF 12 SITE INFORMATION: WALL PENETRATION DETAIL u N.T.S. STTE NAME: u TYPICAL PARAPET MOUNTING DETAIL N.TB. -q pf hihea 1208 WALMART WHEAT RIDGE A NOTICE g 1 _8. 0 0 0 0 7* /si c� STTE ADDRESS: WHEAT WHEAAT R DGE, CO 80033 JURISDICTION: . GENERAL RADIO FREQUENCY (RF) SAFETY GUIDELINES CITY OF WHEAT RIDGE T""igtl1n°wnh1""'1`I ,t`ao t^NwII.q.O•r•ne,M. Da• 1111. F.Xccesm,1ca«we1ow�.wo.,....r,. owr•u ••.w Nom,. ,.a.w •.w.,w.. C'v.m•.xn.w.. r ,+•o.n..wm ne,o• w .•...y eq•ne ro:. oa.,1 STATE: _awncH. Until ALL applicable antennas have been deactivated, please observe the following k Obey all posted signs. e, Assume all antennas are transmitting. not & Do not touch any antenna. A Do not stand in front of any antenna. �, Do not walk in front of any antenna. &Do not walk beyond any signs, barriers, or visual 0 000 1 0 0 0 0 _ ___J_ i -L �W � r\ C yn'., 7 1 ,47078 m SrrE 0. SECTOR tW)DE verizon INSTALL ENE SIGNAGE AT ANY/ALL ROOF ACCESS POINTS towards any antenna. & Contact antenna owner or property owner if there are any questions or concerns. mon' ON BUILDING COMMSCOPE 3 PORT ENTRANCE PANEL (PART # 204673-3 OR APPROVED EQUAL) , ENTRY PORT DETAIL I u / NT.s. Know tArnaYs below. Call before you dig. '•. I/ 0�� '�. ,.•'••�'", • • .. • • '� SS�ONAL E C` EME SIGNAGE DETAIL' L`.{ N.Tf rrra�a .cr ar uunoxs MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE /47078 (EXP. 10/31/2017) verizon' 3131 SOUTH VAUGHN WAY /500 ANCHOR BOLTS TO BE PROVIDED FROM AURORA, COLORADO 80014 MANUFACTURER AND INSTALLED BY GENERAL (303) 873-2652 CONTRACTOR. REFERENCE CUT SHEET FOR / PROPOSED 15kVAANCHOR BOLT AND SIZE PATTERN TRANSFORMER (SEE SHEETS E-1 & h E-2 FOR MORE DETAIL) FINISHED OR PAVING. 2 — MATCH SLOPE AND THICKNESS C.5 MaTCh' GFADC BACKFILL (SAND OR NATIVE OF EXISTING CONDITIONS SOIL) PER ASTM STANDARDS T ~- AerOSOIUfIOl7S LLC FINISHED GRADE OR PAVING. ( •'. OAhm+zmg Your Tower Inlrashucture MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS PROPOSED 6•x6" -W4. (WELDED WIRE MESH) •o ESH) J UNDISTURBED SOIL 5555 CENTRAL AVENUE J700 BOULDER, COLORADO 80301 TRANSFORMER (SEE SHEETS E-1 k li 2'-0" •i6882 _ FAX: (72) 3G4-6883 E-2 FOR MORE DETAIL) N - PROPOSED 6• THICK CONCRETE PAD CONCRETE PAD SECTION 1 l CS / N.Ts. _ UTILITY WARNING TAPE AERO PROJECT 111: 097-16-0002 - REVISION SCHEDULE V \ Y 4.0 FIBER CONDUIT �- 4.0 POWER CONDUIT (AS REQUIRED) 2•_0• (AS REQUIRED) J MOL crw) 4" MIN. TO SECONDARY ELECTRIC 72' MIN. TO PRIMARY ELECTRIC r" TRANSFORMER CONCRETE PAD N.rs. him- `J SEPARATION DIMENSIONS TO BE VERIFIED WITH 0 01-13-17 RPH FINAL CDs LOCAL UTILITY COMPANY REQUIREMENTS. B 01-03-17 RPH REVISED L; UTILITY TRENCH DETAIL A 11-23-16 RPH 90% CONSTRUCTION DWGS REV DATE BY DESCRIPTION �Cd N.TY '-' DRAWING TITLE: CONSTRUCTION 0.5 CDF SKID CROWN TOP WITH RESISTANT SURFACE— � DETAILS CONCRETE 35 sl _ (CONTINUED) DRAWING SHEET: 6"0 STD. STEEL PIPE, %- FILL SOLID WITH CONCRETE �5/8"X4• Q PULL SLOT ?� C=5 •0 FRP STRAIGHT �1 MAKE: HUBBELL 24"x36" WALL SHEET NUMBER: 70F 12 COVER a,/Q, MODEL, B16243630A SITE INFORMATION: /3 � FINISH Eo cFaoE SITE NAME: n 1208 WALMART WHEAT RIDGE 4000 CONCRETE REETTE FOOTING 1 SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 r 1. CONTRACTOR TO ORDER HANDHOLE 1p i i BOX WITH THE CORRECT NUMBER LIFTING AND SIZE OF KNOCKOUTS NEEDED. JURISDICTION: i BOX INSERTS (4) 2. VERIFY DIMENSIONS OF UNIT. CITY OF WHEAT RIDGE CONCRETE FILLED BOLLARD DETAIL PULLBOX DETAIL � N.TB. C-5 N.T.B. Jc�yjvCd ' . SN •. 47078 Know whars below. Call before you dig. .ca�ms MATTHEW CHASE, P.E. TM`s .o"`�" COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) ANTENNA & CABLE SCHEDULE SECTOR AZIMUTH MOUNTING ANTENNA TECHNOLOGY ANTENNA SPECIFICATIONS ELECTRICAL CABLE SIZE CABLE ANTENNA MODEL ANTENNA WEIGHT AMPHENOL = 29.BLBS. HEIGHT MODEL 51.1 LT DOWNTILT DOWNTILT �0 •. LENGTH A 270' 22'-O' AMPHENOL PCS/AWS 51.1•(L) • 12.0•(W) x 7.1•(D) 0' 0' 1/2• COAX 20 FT. - f r HEX654CW000Ox 29.8 LBS SECTOR A VERIZON ANTENNA AZ= 270' 1PROPOSED VERIZON ANTENNA __L_ FLUSH MOUNTED ON WALL ( (PAINT TO MATCH) I (SEE DETAIL 2/A-1) I I -1----- NOTES* 1. LENGTHS ARE ESTIMATES; CONTRACTOR AND/OR CONSTRUCTION MANAGER SHALL FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING. 2. ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE. 3. R SHALL BE THE CONTRACTORS RESPONSIBIUTY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH THE RF DEPARTMENT PRIOR TO INSTALLING ANY ANTENNAS. PROPOSED OVP ON - NON -PENETRATING SLED MOUNT (SEE DETAIL 1/A-2) PROPOSED CABLE ROUTED IN 12' PROPOSED ANTENNA LAYOUT CABLE TRAY FROM OVP TO ANTENNA - (SEE DETAIL 3/C-3) Ad N.rs. PROPOSED AWS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 2/A-2) PROPOSED PCS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 3/A-2) SEE DETAIL 4/A-2 FOR SLED BALLAST REQUIREMENTS PROPOSED NON -PENETRATING SLED MOUNT (SITE PRO1 MODEL# TRPD-HD OR APPROVED EQUAL) (SEE DETAIL 4/A-2) PROPOSED PANEL ANTENM PROPOSED JUMPER CABLES ANTENNA MOUNTING DETAIL A•1 N.TJL PROPOSED 5'-0' LONG 2.0' STD PIPE MAST PROPOSED ANTENNA MOUNTING BRACKET WITH TILT PROPOSED 1/2' THRU-BOLT (T(P) PROPOSED 15' LONG 3'x1/4' BACKING PLATE (TYP) PROPOSED ANTENNA MOUNTING BRACKET PROPOSED CANTILEVER WALL MOUNT (SITE PRO1 SP250 OR APPROVED EQUAL) PROPOSED WALL PENETRATION city Of Wheat Ridge Building Division venzon\' 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 Aero Solutions LLC Op5m¢mg Yaur Traver lnlrashuctme 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 I AERO PROJECT #: 097-16-0002 1 I REVISION SCHEDULE 0 01-13-17 RPH FINAL CDs B 01-03-17 RPH REVISED A 11-23-16 RPH BOX CONSTRUCTION DINGS IEV DATE BY I DESCRIPTION DRAWING TITLE: ANTENNA SCHEDULE AND MOUNTING PLAN DRAWING SHEET: Awl SHEET NUMBER: SOF 12 SITE INFORMATION: SITE NAME: 1208 WALMART WHEAT RIDGE SFE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF, _WHEAT RIDGE 8� ANTENNA MODEL ANTENNA WEIGHT AMPHENOL = 29.BLBS. HEX6E 51.1 PROPOSED JUMPER CABLES ANTENNA MOUNTING DETAIL A•1 N.TJL PROPOSED 5'-0' LONG 2.0' STD PIPE MAST PROPOSED ANTENNA MOUNTING BRACKET WITH TILT PROPOSED 1/2' THRU-BOLT (T(P) PROPOSED 15' LONG 3'x1/4' BACKING PLATE (TYP) PROPOSED ANTENNA MOUNTING BRACKET PROPOSED CANTILEVER WALL MOUNT (SITE PRO1 SP250 OR APPROVED EQUAL) PROPOSED WALL PENETRATION city Of Wheat Ridge Building Division venzon\' 3131 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 Aero Solutions LLC Op5m¢mg Yaur Traver lnlrashuctme 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 I AERO PROJECT #: 097-16-0002 1 I REVISION SCHEDULE 0 01-13-17 RPH FINAL CDs B 01-03-17 RPH REVISED A 11-23-16 RPH BOX CONSTRUCTION DINGS IEV DATE BY I DESCRIPTION DRAWING TITLE: ANTENNA SCHEDULE AND MOUNTING PLAN DRAWING SHEET: Awl SHEET NUMBER: SOF 12 SITE INFORMATION: SITE NAME: 1208 WALMART WHEAT RIDGE SFE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF, _WHEAT RIDGE MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) 8� m••'l 47078 Know whars below. �0 •. ,•'•ov' Callbefore you dig. x '��� ' • ...... •'' ���' .(Cs � o At I CU,SINIK M D - f r uM'�11d�uL�S.�i[1v� xW KT OF FwD FEG�Uii0x5 M MpUR1Ftwlf. MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) ALARM PORT POWER AISG PORI –��R ALARM PORE –4&W)\ verizon \� A5G PORT 00000000000000000 GPRI 2 CPRI 2 00 3131 SOUTH VAUGHN WAY 14 AURORA, COLORADO 80014 X103' 000000000000000000 CPRI1� 000 O 0000 00 CPRI 1- nnnnnnnnnnnnnn (303)873-2652 OOOOOOOOOOOOOOOOOO "• 000000000000000000 �� 00000000000000000 O ®: 7.2 AeroSolu_tion,S LLC of TOP VIEW BOTTOM VIEW 12• BOTTOM VIEW Optimizing Your Tower InImstructure – 12" 70P VIEW 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH:(720) 304-6682 o .'" MOUNTING BRACKET �``` �� FAX: (720) 304-6883 AERO PROJECT 5: 097-16-0002 REVISION SCHEDULE 15.7* FRONT VIEW SIDE VIEW 000 �� IIIOIIIIIII OVP DETAIL �� ® III IIIIIIIIII Ad N.TJ. DOI 0 01-13-17 RPH FINAL CDs NEW B 01-03-17 RPH REVISED ISOMETRIC RRH WEIGHT: 53 LBS A 11-23-16 RPH 90% CONSTRUCTION DWGS ISOMETRIC VIEW RRH WEIGHT: 56.8 LBS REV DATE BY DESCRIPTION AWS RRH DETAIL RRH DETAIL DRAWING TTU. 2 �14= A-I N.T.S. OVP & REMOTE RADIO HEAD DETAILS ACCORDING TO STRUCTURAL ANALYSIS y BY AERO SOLUTIONS, LLC DATED •y 11/21/16, THE PROPOSED TRIPOD —�.: Ciry of DRAWING SHEET: REQUIRES A MINIMUM OF 205 LBS OF BALLAST PER SIDE, 615 LBS TOTAL "a �_e, • « }; ::y .r� Wheat Ri g'PA=2 TPR •:i' . •,a•.:� ,c : ,�, . • Building Division �,.�••+ ""u_ .. M o SHEET NUMBER: 9OF 12 " • y�''•' SITE INFORMATION: SrrE NAME: 1208 WALMART WHEAT RIDGE SrrE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTnON: CITY OF WHEAT RIDGE Coil. SITE PR01 TRPD—HD TRIPOD MOUNTA °i ''``` Cly ••-� ." WEIGHT: 342.84 LBS � �� V ••� (>1 `• 47078 Know what's below. G. � •' •� 1;;� rr.. :s•... Call before you dig. �.c�•• • • • . .. •''�• MOUNT DETAIL MATTHEW CHASE, P.E. 4SLED N.TA. COLORADO PROFESSIONAL ENGINEER LICENSE 547078 (EXP. 10/31/2017) PROPOSED EOUIPMIEI GROUNDED TO MASTI GROUND B PROPOSED VERIZON ANTENNA FLUSH MOUNTED ON WALL (PAINT TO MATCH) (SEE DETAIL 2/A-1) _ PROPOSED GROUND CABLE TO ANTENNA GROUND BAR _ PROPOSED ANTENNA GROUND BAR PROPOSED OR - ANTENNA GROI MASTER GROUN. owc F1 9 �FL 1 •� I' / #6 SOLID TINNED BARE COPPER GROUND WIRE TO BUILDING STEEL OR WATER UNE AT GRADE PROPOSED E ELECTRICAL AR. ROUTE \ FROM EXISTING ELECTRICAL ROOM TO PROPOSED TRANSFORMER (SEE DETAIL 3/C-5) PROPOSED OVP ON I - NON -PENETRATING SLED MOUNT (SEE DETAIL 1/A-2) PROPOSED AWS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 2/A-2) PROPOSED PCS RRH ON NON -PENETRATING SLED MOUNT (SEE DETAIL 3/A-2) PROPOSED MASTER GROUND BAR #2 SOLID TINNED BARE COPPER GROUND WIRE TO BUILDING STEEL OR WATER LINE AT GRADE 1% I TYPE NC TYPE HS 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. Verizon TYPE GT TYPE GR TYPE XA \ 4ao TYPE GL LUG TYPE HA PROPOSED NON -PENETRATING SLED MOUNT (SITE PR01 MODEL# TRPD-HD OR APPROVED EQUAL) (SEE DETAIL 4/A-2) PROPOSED 30A 2P, 15kVA TRANSFORMER AND PANEL (SEE SHEETS E-1 & E-2 FOR MORE DETAIL) PROPOSED GROUNDING PLAN RX1 JUMPER REQUIRED ONLY FOR EASE OF CONNECTION (TYP) AND STRESS REDUCTION ON 42 ANTENNA CONNECTORS TYPE PT n TYPICAL CADWELD TYPE CONNECTIONS Q1 N.T.B. TO TOWER MOUNTED AMPLIFIER UNITS (TMA) (WHEN REQUIRED) AND RECEIVE ANTENNA -L CONNECTOR _/ KR (TYP)FROM TMA (WHEN REQUIRED) NOTE, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CRGB PROPOSED 6'0 BOLLARD (TYP OF 4) - (SEE DETAIL 4/C-5) - CABLE TO ANTENNA _ CABLE GROUNDING CLAMP KR O 0 06 AWG GREEN INSULATED COPPER GROUNDING CONDUCTOR CABLE TO EQUIPMENT PROPOSED COAX -� VAPOR WRAP SEALANT TYPICAL CABLE GROUNDING DETAIL TO TRANSMIT ANTENNA � N.T.B. WEATHERPROOFING DETAIL G-1 GROUNDING NOTES: (1) 'GLV sim' STEEL °0 ON EITHER END PROPOSED 5'-0• WIDE 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. Verizon FIBER EASEMENT CGB 3 ELECTRIC MOTION COMPANY EM SGC412-VZW OR EQUAL 666 AT TWO6°(3)/ 2. ALL GROUNDING DEVICES SHALL BE U.L APPROVED OR Lt= FOR THEIR INTENDED USE (2)J PROPOSED FIBER RUN FROM VAULT 3131 SOUTH VAUGHN WAY 4500 TO NEW EQUIPMENT CABINET 3. ALL WIRES SHALL BE AWG THHNjfMWN COPPER lINLE55 NOTED OTHERWISE. AURORA, COLORADO 80014 (SEE DETAIL 3/C-5) (303) 873-2652 4. GROUND WIRES SHALL BE #2 AWG BARE SOLID COPPER UNLESS NOTED OTHERWISE. 5. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC ("CADWELDS' TO GROUND RODS, - - - GROUND RING WIRE, AND FENCE POSTS UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZED PAINT. O 6. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO -HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET.) CLEAN GROUND BATO SHINY METAL AFTER MECHANICAL CONNECTION. TREAT WITH PROTECTIVE Aero Solutions LLC AeroSR r ANTIOXIDANT COATING. . Ophmong You, 7o"rinGastructure 7. GROUND CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS. 8. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. 5555 CENTRAL AVENUE #100 O BEND GROUNDING LEADS WITH A MINIMUM 8" RADIUS. BOULDER, COLORADO 80301 PH:(720)304-6882 _ _ 9. PRIOR TO INSTALLING LUGS ON GROUND WIRES. APPLY THOMAS & BETTS KOPR-SHIELD FAX: (720) 304-6883 OF JET LUBE. INC.) PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL 10. GROUND RODS SHALL BE SPACED AS SHOWN ON PLAN 1/G-1 AND INTERCONNECTED WITH AERO PROJECT #: 097-16-0002 #2 AWG BARE TINNED SOLID COPPER WIRE 36' BELOW GRADE. DRIVE TOPS OF RODS 36' BELOW GRADE. 11. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE REVISION SCHEDULE O DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF 'FALL OF POTENTIAL TEST.' TEST SHALL BE WITNESSED BY CELLCO PARTNERSHIP REPRESENTATIVE AND RECORD OF TEST SHALL BE SUBMITTED TO CELLCO PARTNERSHIP. 12. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING, INSTALL WIRE IN 3/4' PJC SLEEVE. FROM 1'-0• BELOW GRADE AND - - - - SEAL TOP WITH SILICONE MATERIAL 13. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT 10 AND CORROSION DOWN TO SHINY METAL FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI -OXIDIZATION PAINT. 0 01-13-17RPH FINAL CDs COAX TO JUMPER CONNECTION 3M SCOTCH SUPER 33+ / VINYL ELECTRICAL TAPE -, B 01-03-17 RPH REVISED (OR APPROVED EQUAL) % A 11-23-16 RPH 9016 CONSTRUCTION DWGS -_ PROPOSED JUMPER I REV DATE BY DESCRIPTION - CABLE TO ANTENNA _ CABLE GROUNDING CLAMP KR O 0 06 AWG GREEN INSULATED COPPER GROUNDING CONDUCTOR CABLE TO EQUIPMENT PROPOSED COAX -� VAPOR WRAP SEALANT TYPICAL CABLE GROUNDING DETAIL TO TRANSMIT ANTENNA � N.T.B. WEATHERPROOFING DETAIL G-1 LEGEND (1) GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW). (2) INSULATORS, BY RARGER CAT. /5263-A5. (3) 5/8 - LOCKWASHERS. STAINLESS STEEL WEATHERPROOFING (4) WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2- KR (TP) (5) 5/6-110' H.H.C.S. BOLTS. STAINLESS STEEL NPD GROUND KR (SEE NOTE) ENNA CABLE BTS (TYP) #6 AWG STRANDED Cu WIRE WITH GREEN, 6DOV, THWN INSULATION GROUND BAR, DETAIL 1429 -MOUNTED NEAR/BELOW ANTENNA L12 AWG Cu STRANDED WIRE WITH GREEN, 6GOV, THWN INSULATION BONDED TO TOWER STEEL OR MONOPOLE. DOWN CONDUCTOR TO GROUND NOT REQUIRED. e ANTENNA GROUND BAR CONNECTIONS Q1 N.T-. (4)-\ (1) 'GLV sim' STEEL °0 ON EITHER END e°°6STAMPED 6 6 6°°606 �CADWELD CGB 3 ELECTRIC MOTION COMPANY EM SGC412-VZW OR EQUAL 666 AT TWO6°(3)/ LOCATIONS (2)J LEGEND (1) GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW). (2) INSULATORS, BY RARGER CAT. /5263-A5. (3) 5/8 - LOCKWASHERS. STAINLESS STEEL WEATHERPROOFING (4) WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2- KR (TP) (5) 5/6-110' H.H.C.S. BOLTS. STAINLESS STEEL NPD GROUND KR (SEE NOTE) ENNA CABLE BTS (TYP) #6 AWG STRANDED Cu WIRE WITH GREEN, 6DOV, THWN INSULATION GROUND BAR, DETAIL 1429 -MOUNTED NEAR/BELOW ANTENNA L12 AWG Cu STRANDED WIRE WITH GREEN, 6GOV, THWN INSULATION BONDED TO TOWER STEEL OR MONOPOLE. DOWN CONDUCTOR TO GROUND NOT REQUIRED. e ANTENNA GROUND BAR CONNECTIONS Q1 N.T-. GROUND BAR DETAIL Q1 t07�t�- City of N.TA. Wheat Ridge ) Knaw wears below. Building Division Call before you dig. .FNM O[NMxw�u. w[iµum MF•Ux DRAWING TITLE: GROUNDING PLAN & DETAILS G-1 SHEET NUMBER: 720E 12 I SITE INFORMATION: I SITE NAME: 1208 WALMART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT, RIDGE ���•rGW JO,y�;• •��n� U A, yzu'�� 47078 "T 'Z191 _ A MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) GROUND BAR SCHEDULE TYPE QTY. MANUFACTURER CAT. NO. I REMARKS CGB 3 ELECTRIC MOTION COMPANY EM SGC412-VZW OR EQUAL MGB 2 1 ELECTRIC MOTION COMPANY IEM SGC424-VZWI OR EQUAL GROUND BAR DETAIL Q1 t07�t�- City of N.TA. Wheat Ridge ) Knaw wears below. Building Division Call before you dig. .FNM O[NMxw�u. w[iµum MF•Ux DRAWING TITLE: GROUNDING PLAN & DETAILS G-1 SHEET NUMBER: 720E 12 I SITE INFORMATION: I SITE NAME: 1208 WALMART WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT, RIDGE ���•rGW JO,y�;• •��n� U A, yzu'�� 47078 "T 'Z191 _ A MATTHEW CHASE, P.E. COLORADO PROFESSIONAL ENGINEER LICENSE #47078 (EXP. 10/31/2017) ELECTRICAL SPECIFICATIONS Fazin As -mates, Inc. PF & GENERAL REOUREMEWS B0. C0). NOT NUUNNG NEUTRAL ANO EQUIPMENT GROUNDING CONDUCTORS. UNLESS DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE ALL FITTINGS, JUNCTION BOXES, ETC, OTHERWISE INDICATED. CONDUIT SIZE SMALL BE BASED UPON NEC CHAPTER 9 AND ANNEX C. MORE THAN 3 CURREMCARRVINJG CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE REOWREG. PROADE ALL REQUIRED EQUIPMENT, CONDUIT, FITTINGS, WIRING. BOXES, ETC, FOR A COMPLETE AND OPERATIONAL INSTALLATION APPROPRIATE AMPACITY-0ERATING FACTORS ARE APPLIED, PI -e: 7204831609 THE MAXNUM NUMBER OF CONWCTORS IN A CONDUIT FORA 10 SYSTEM SHALL BE TWD (A0.80), WORK AND EQUIPMENT SHALL COMPLY WITH STATE AND LOCALLY ADOPTED CODES AND STANDARDS. NCLUDNG THE N14 NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL CODES NOT I NCLUDNG NEUTRAL AND EOUIPMENT GROUNDING CONDUCTORS UNLESS OTHERWISE INDICATED. CONDUIT $ITE SHALL BE BASED UPON NEC CHAPTER B AND ANNEX C. MORE THAN 3 (MCOCESX AND LOCAL AMENDMENTS. CURRENT—ARYING CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE APPROPRIATE ANYTHING DRAWN OR SPEGFIED SHALL NOT CONSTRUED TO CONFLICT WITH STATE ANO AMPACCTY DERATING FACTORS ARE APPLIED. LOCALLY ADOPTED AND N INCLUDINGELECTRICAL CODE, WHICH ICAL DEDICATED NEUTRAL CIRCUIT EUTRALI EINSTACODES GOVERNS THE INSTALLATION FANY ELECT ANY ELECTRICAL WORK ITEMS SHALL NET INSTALLED IN WORK. ITEMS BROVIDR. WHIG ALL CONDUCTORS THAT A POW BREAKER WIBGH-MS EPER ALL PHASE CONDUCTORS THAT SHARE A NEl11FUL 15 PROVIDED C CONFLICT WITH THE NEC. RESOLVE ANY AND ALL CONFLICTS PRIOR TO INSTALLATION. M 1LISTED BREANER•T�S ARE PERMTITED} BECOME TNOROUGHLYACOUAINTED WRHTHE CONDITIONS UNDER WHICH WORK ISTO BE PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDERS AND PERFORMED. EXAMINE ALL BE" CES. EQUIPMENT, AND EXISTING CONOITIONS, WHICH THIS WORD( IS IN ANY WAY DEPENDENT UPON. AND BRING ANY DISCREPANCIES OR OMISSIONS FOUND N THE BRANCH-GRCUITWIRING. DRAWINGS TO THE ELECTRICAL ENGINEER'S ATTENTION PRIOR TO SURMTRING BID. INCREASE CONDUIT SRM AS REOUIRED TO ACCOMMODATE EOUIPMENT GROUNDING CONDUCTOR. PRONDEDRAWINGSTO LOCAL BUILDING AUTHORITY AND OBTAIN A PERMRPRIOR TOSTARTING PROVIDE ALL CONDUIT, FIRINGS.SUPPORTS. AND ACCESSORIES REOUIREO FOR A COMPLETE ANY WORK RACEWAY SYSTEM, NOTIFY ELECTRICAL ENGNEER OF ANY CHANGES REQUESTED BY THE LOCAL BUILDING AUMORITY CONDUIT SNALL BE CONCEALED IN WALLS, FLOOR OR CEILING IN FINISHED AREAS UNLESS IMMEDMTELY AIA PRIOR TO STARTING WORK OTHERWISE INDICATED. VERIFYAND COMPLYWITHUTILRVCAMPANYREQUIREMENTS.PROVIDEME MNG.CONIECIION NRNSHEDAREAS,NNERECONDUITANDCABUE NOTBECONCEMEONWMLSORCEAINGS CABINETS, CT CABINETS, AND TRANSFORMER AND CONNECTION CANINET PADS PER LOLL VILLIN ILE. EXISTING MASONRY CONSTRUCTION), PROVIDE WIREMOLD OR EOUAL SURFACE MOUNTED CCaPANY REC BREMMENTS. RACEWAY AS APPROVED By ARCHITECT OR ENGINEER PR—M A REDLINED ASBLALT SET OF ELECTRICAL DRAWINGS TO OWNER UPON COMPLETION OF UNLESS OTHERWISE NMCATED AND WHERE NOT OTHERWISE RESTRICTED, USE THE CONDUIT WORC TYPES NDKATED BELOW FOR THE SPECIFIED APPLICATIONS. WHERE MORE THAN ONE LISTED ELECTRICAL WORK SHOWN UGM OR MARKED •E• IS EXISTING, SHOWN DARK IS NEW AND SHOWN APPLIGRFON APPLIES. COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS. WHERE CONDUIT TYPE FOR A PARTICULAR APPLICATION IS NOT SPECIFIED, USE GALVARIZED STEEL RIGID METAL DASHED IS EXISTING TO BE REMOVED OR RELOCATED UNLESS OTHERWISE INDICATED.DASHING CONDUIT. W NOT USE CONDUIT AND ASSOCIATED FITTINGS FOR APPLICATIONS OTHER THAN AB MAY ALSO LN TE LANDER FLOOR OR UNDER GROUND CONDUIT. IF UNCLEAR, CONTACT ELECTRICAL ENGINEER FOR CLARIFICATION. PERMITTED BY NFPA 70 AND PRODUCT USING. REFERENCE THE NEC FOR ADDITIONAL APPLICATION REQUIREMENTS. EQUIPMENT.WIRING. AND DEVICES SHOWN ARE NEW UNLESS OTHERWISE NOTED. APPLICATIQN TYPE OF CONDUIT MAINTAN GRCUiING TO EXISTING EQUIPMENTAND DEVICES TO REMAIN. IN CONC RETE OR MASONRY EMT, NC. ERIC, PVC OUTDOORS (ABOVE GRADE) EMT, MCINSTALL EQUIPMENT AND DEVICES PER THE MANUFACTURERS NSTgLLATONINSTRUCTONS. BRANCH CIRCUITS (EXPOSED) EMT IMC. GME,UNC, INTERIOR BRANCH CIRCUITS (CONCEALED BEHIND DRYWALL) .,^„ EMT, INC NOTIFY ELECTRICAL ENGINEER PRIOR TO INSTAWNG EWIPMENT AND DEMCES.IF INTERIOR BRANCH CIRWITS(ABOVE DROPPED CEIUNGS) EMT. IMC MANUFACTURERSIN— INSTRUCTIONS WNFUCT WITH ELECTRICAL INFORMATION ON THE THESE DRAWINGS. SUPPLY TO DISTRIBUTION PANELS EMT. IMC, GRC. PVC NS FINAL CONNECTIOTO VIBRATING EQUIPMENT (MOTORS. TRANSFORMERS. ETC) SHALL BE MADE ELECTRICALLY OPERATED EODUPMEM SHOWN ON PLANS, AND NOT GRCURED ON THE WITH FLEXIBLE METAL CONDUIT IN DRY LOCATIONS ANO UOUIDTIGHT FLEXIBLE METAL CONDIIIT IN ELECTRICAL PLANS. WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER FOR CONNECTION REQUIREMENTS AND CLARIFICATION PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED N THE BID, DAMP. WET, OR CORROSIVE LOCATIONS. MAXIMUM LENGTH TO BE B' UNLESS OTHERWISE INDICATED. PROVIDE HANGERS AND SUPPORTS TO ADEOUATELY AND SECURELY SUPPORT ELECTRICAL INSTALL CONDUIT EXPOSED TO SUNLIGHT ON ROOFTOPS A MINIMUM OF 12• ABOVE ROOF SURFACE SYSTEM COMPOIJENTS IN A NEAT AND WORKNANIJKE MANNER MIDMAIN THE FIRE RATING OF THE ASSEMBLY (CElLINO, WALL, OR FLOOR) IN WHICH EQUIPMENT, PROVIDE PVC COATED On FOR ELBOWS IN PVC CONDUIT RUNS. WIRING, AND DEUCES ARE TO BE INSTALLED. ALL CONDURS AND CABLES PASSING THROUGH RATED WALLS, FLOORS OR CEIUNGS SHALLBE EQUIPMENT SHALL BE FULLY RATED FOR THE AMBIENT CONDITIONS (ELEVATION, TEMPERATURE. FIRE STOPPED WITH AFPRCVED FIRE BARRIER CAUUC INSTALL CAULK PER MANUFACTURE'S INSTRUCTIONS AND MAINTAIN THE RATING OF THE WALL. FLOOR. OR CEILING BEING PENETRATED. WIND LOAD. SOL CONDITIONS, ETC) AT THE PROUECT LOCATION NEEP PRODUCTS N ORIGINAL MANUFACTURERS PACKAGING AND PROTECT FROM DAMAGE UNTIL DISTRIBUTION EOUPME W READY FOR INSTALLATION PROVIDE DISTRIBUTION PANELS. DISCONNECTS, CONTACTORS, ETC. OF VOLTAGE, AMPERAGE, PROVIDE PROD UCTSLISTED AND O NATIOWNLYRECOGNRED TESTING LABORATORY PHASE. AND SHORTCIRCUfT RATINGS AS INDICATED ON PLANS. THE PURPOSE (UL OR EQUAL) AS SUITABLE FOR THE PURPOSEE SPEGFIED AND INDICATED. TERMINATIONS SHALL BE RATED 73'C MINIMUM CUTAL UNLESS SPEGFlCALLY NDICATED TO SE EXCLUDED, PROVIDE ALL REOUIRED CONDUR. BOXES. FUSES SPECIFIED ARE AS IW MJFACTURED BY BUSSMMNN. THE SAME CUSS OF FUSE AS WIRING, CONNECTORS, HARDWARE. SUPPORTS, TRIMS, ACCESSORIES, ETC. AS NECESSARY FOR COMPLETE AND OPERATIONAL SYSTEMS. MANUFACTURED BY LITTELFUSE AND GOUL0.5HAWMUT MAY BE SUBSTITUTED. suewrrAs AND suesnTunoas ENCLOSURES FOR EQUIPMENT AND DEVICES SMALL BE SUITABLE FOR THE INSTALLED LOCATION. PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWINGS FOR EQUIPMENT, FIXTURES, AND DEUCES PROVIDE D DR—DOOR HINGED COVER FOR PANELBOARDS. TO ELECTRICAL ENGINEER PRIOR TO PURCHASING, REE VIEW, STM1P AND ALL ELECTRICAL PROVIDE A LISTED BREAKER -TIE OR MULTI -POLE BREAKER FOR EACH MULTIWIRE (SHARED PRI MITTALS OSUBMI SHOP TO ELECTRICALGS HAVE BE AT FOR VIEW. RAS HAVE BEEN REMEWEO PRIOR TO SUBMITTING TO ELECTRICAL ENMa1NEER FOR RENEW. ENGINEER NEUTRAL)BRANCH!CIRCUIT. PROVIDE DISTRIBUTION EQUIPMENT AS MANUFACTURED BY AMERICAN MIDWEST POWER EWIPNEMANp FIXTURES SPECIFIED REPRESENT REWIRED QUALITY AND PERFORMANCE SQUARED, ELECTROMECHANICAL INDUSTRIES,CUTLER—IMER. SIEMENS, ERICKSON ELECTRIC, -DEPRODUCT DATA SHEETS AND SHOP DRAWING OF PROPOSED SUBSTITUTIONS TO GEM.- EORMETRONPROVIDE SPEGFIED EOWPMENTTO ELECTRICAL ENGINEER FOR REVIEW. ELECTRICAL ENGINEER SHALL DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS TO SPECIFIED EQUIPMENT. REVIEW, STAMP THE MOONING HEIOIIT FOR DISTRIBUTION EQUIPMENT SHALL BE AS INDICATED BELOW. UNLESS OTHERWISE NOTED. AND INITIALED ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT SUBMITTALS HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW. PANELBOAROS-6AFF MAX TO CENTER OF TOP HANDLE SUBMITTALS AND SHOP DRAWINGS ARE INCLUDE TNT FOLLOWING: KEY TO PLAN DESIGNATIONS. DISCONNECT SWITCHES- S4' AFF MAX TO CENTER OF HANDLE MANUFACTURERMODELNUMBER, DATASHEETS. OUANTITES,COLORS,IRED TO DEERMINE. ANY ADDfiIONAL INFORMATION REQUIRED TO DETERMINE IF INSTHE PROVIDEATYPED PANEL SCHEDULE WITH LOAD DESCRIPTIONS FOR PANELS AFFECTED BY THIS PROJECT. PRODUCT THE PRODUCT MEETS THE DESIGN INTENT. MEETS THESTRUETtDE IANDGN CONSTRUCTION PRASE REVIEW REQUIREMENTS PROVIDE A PHENOLIC LABEL ON EACH NEW OR RENAMED PANEL INDICATING THE PANEL NAME. CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS FOR NSTALLPOWER,UGHIING.COMMUNICATIONBANDSPEGW.SYSTEM(FlREAURM,SECURRY. EQUIPMENT TO BE REUSED. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE BULGING AUTOMATION, ETC) BOXES PRIOR TO RUNNING CABLE OR CONDUIT TO BOXES. ARRANGE FOR OWNER. ARCHITECT. AND ENGINEER TO REVIEW BOX LOCATIONS PRIOR TO RUNNING CABLE PLATES POR VACATUR POSITIONS IN EXISTING PMIELS. OR CONWIT TO BOXES. ADJUST BOXES AS DIRECTED BY OWNER, ARCHITECT, AND ENGINEER IDENTIFICATION FOR ELECTRICAL SYSTEMS REQUESTS FOR MODIFICATIONS TO THE CONTRACT ICNANGE OR ERS) PROVIDE IOENTIFICATIMLABELS OR HANDWRITTENTEXT USING INDELIBLE MARKERTO IDENTIFY REQUESTS BY CONTRACTOR FOR ADDITION OR REDUCTION TO THE CONTRACT AMOUNTSHALLBE CIRCUITS ENCLOSED IN BOXES. ACCOMPANIED BY THE FOLLOWING FOR EVALUATION BY THE OWNER AND ENGINEER: USE IDEWIFICATIONUBELOFIENGRAVEDFACEPUTETOIDENTIFYBRANCHCIRCURSFEENNG 1. ORIGIN AND DATE OF CLAIM 2 QUANNTITIESOF PROWCTS. LABOR, ANp EQUIPMENT RECEPTACLES AND SWITCHES. PROVIDE IDENTIFICATION ON INSIDE SURFACE OF FACEPLATE FOR RECEPTACLES AND SWITCHES IN PUBUC AREAS OR IN AREAS AS DIRECTED BY ARCHITECT OR DINNER B OOLLAR AMOUNT OF TAXES. OVERHEAD, AND PROFIT 4. JUSTIFICATION FOR AW CHANGE INCONTRACT TME SCREDIT AMOUNT FOR DELETIONS fWITN DOCUMENTATION) USE IDENTIFICATION LABEL TO IDENTIFY RECEPTACLES PROTECTED BY UPSTREAM GFl PROTECTION. 6. DATES AND TUNES OF WORK PERFORMED. AND BY WHOM 7.TIMER ECORDS AND WAGE RATES PAID LABEL CONDUCTORS AND CABLE WITH POWER SOURCE AND CIRCUIT NUMBER OR OTHER IL INVOICES AND RECEIPTS FOR PRODUCTS AND EQUIPMENT REQUIRED DESIGNATION USE WRAPAROUND SELF—ESIVE VINYL CLOTH, WRAP-gROUNO SUBMITALLDOCUMEWAT TOEWINEERMDOWNERMNDOBTANWRITTENAPPROVALPRIOR SELF.ADHESNE VINYL SELFIAMMNATING, HEATSHRINK SLEEVE, PLASTIC SLEEVE, PLASTIC CUP -0N, OR VINYL SPLIT SLEEVE TYPE MARKERS SUITABLE FOR THE CONDUCTOR OR CABLE TO BE TO STARTING ANY WORK THAT AFFECTS THE CONTRACT AMOUNT OR COMPLETION DATE. IDENTIFIED. USE FACTORY PRE-PRINTED OR MACHINE4 RINTED TEXT. ALL CAPITALLZED UNLESS EXISTING CONDITIONS OTHERWISE INDICATED. IDENTIFY EACH RECE OF ELECTRICAL EQUIPMENT WITH AN IDENTIFICATION NAMEPLATE. PROVIDE THESE DRAWINGS CONTAIN INFORMATION REGARDING EXISTING CONDMONS. THIS INFORMATION WAS COMPILED FROM EXISTING DRAWINGS, CASUAL FIELD OBSERVATIONS OR INFORMATION THE FOLIC PING INFORMATION ON THE NAMEPLATE: PROVIDED BY OTHERS. IN SOME CASES, ASSUMPTIONS WERE MADE WHEN FIELD OBSERVATIONS PANELBOAROS:A ERERATING,VOLTAGEANDPHASE.POWERWOU ANDGRCUIT OR EMSTW ORAYANGS DID NDT PROVIDE NECESSARY INFORMATION B.E LOCKED DISCONNECTS, NO WIRE BRE INDICATED, NAMEPLATE DATA MISSING. INACCURATE ASAWLT DRAWINGS, ETC.L NUMBER LOADS BEING SERVED (TYPED CIRCUIT GRECTORYL TRANSFORMERS kVA RATING, PRIMARY AND SECONDARY VOLTAGE AND PHASE. POWER EXISTING CONDITIONS SHALL BE VERIFIED ANO ALLOWED FOR PRIOR TO BID AND CONSTRUL1NlN NOTIFY THE ELECTRICAL ENGINEER OF ANY DISCREPANCIES WITH THESE DMWMIGS IMMEDIATELY SOURCE AND GRCWT NUMBER AND PRIOR TO COMMENCING ANY FURTHER WORK ENCLOSED SWITCHES AND CIRCUIT BREAKERS: AMPERE RATING. VOLTAGE AND PHASE. COORDINATION POWER SOURCE AND CIRCUIT NUMBER, LOAD BEING SERVED. CONDUCTOR INSULATIONSHALL BE COLOR CODED AS FOLLOWS: OBTAIN AND RENEW SHOP DRAWNGS, PRODUCT DATA, MANUFACTURER'S WIRING DIAGRAMS AND MANUFACTURERS INSTRUCTIONS FOR EQUIPMENT PROVIDED BY OTHERS. 2MW120V,- PHASE A -BLACK PHASE B -RED 4BN .30PHASEA-BROWN, PHASES -ORANGE; PHASEC-YELLOW THE FINAL LOCATION OF EWIPMENT SHALL BE COORDINATED IN THE FIELD, PMM TO ROUGHN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REWIREMENTS. IDENTIFY EXISTING ELEMENTS TO REMAIN THAT ARE NOT ALREADY IDENTIFIED. MAIMAIMNG EXISTING SERVICES PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY TO IDENTIFY LOADS SERVED FOR PANELBOARDS. MAINTAIN THE ELECTRICAL SERVICE TO EXISTING TENANTS AND AREAS. ANY SERVICE UTILIZATION EOUIPMFM DISCONTINUITY SHALL RE COORDINATED AND APPROVED BY OWNER AND TENANTS PRIOR TO VERIFY LITH ATION EOUIPMENT NAMEPLATE DATA (VOLTAGE. PHASE, FLA. MCA. MOCP, ETC.) OUTAGE IF REQUIRED, PROVIDE TEMPORARY POWER DURING OUTAGE PRIOR TO ROUGH -IN. NOTIFY ELECTRICAL. ENGINEER IN WRITING OF ANY DISCREPANCIES WITH RINJ_�}rt{yrDurt �-_wJAND c4 THESE DRAWINGS NWMENATELY AND PRIOR TO COMMENCING AFURTHER WORK NEw WIRING SMALL BE THHNRHWTL2. 90'C INSULATED COPPER UNLESS OTHERWISE NOTED. ELECEL tTRE mmEu�rP� ALUMINUM CONDUCTORS SHALL BE XHHW-2, INSULATED COMPACT STRAND. SUBMIT ELECTRICAL ORAWINGS AND SERVICE APPLICATION TO ELECTRIC UTIUTY COMPANY PRIOR THE MAXIMUM NUMBER OF CONDUCTORS IN A CONDUIT FOR A 30 SYSTEM SMALL BE THREE (A0. TO STARTING ANY WORK. LEGEND NOTE ALL SYMBOLS MAY NOT BE USED ON THIS FROIECT POWER DISTRIBUTION C� SWRCNSOMD OR EGAPMENT ENCLOSURE i oaxnaKAL PANEL \!� SWRLHWINFUSE -` SWRQI f.I -tl PULLOUT FUSED Mac."aBCT CBiCUIT BREAER M2� CONTACT -NO -w INOIATES ASSOC.CGL N7 -IK- CONTACT. NG -A NOIAlE50.530C.COL OCOL-OIIOICATES ASSOCIATED COlTACT -rF GVERWAD RELAY KM n2 IfNif IKEYNTEAtOCK-tl NOKATES RFUIED KEYS rWW-j TRANSIENTVOLTAC,ESURGESUPPRESSER ® SURGE PROTECTIVE DEVICE O AC POWER SOURCE Q aPOWER samcE NFL}T NONR6W gSCONNECf SWITCH [}I FUSEOOLSCONNECTSIWOH 19 MAGNETIC STARTER OR CONTACTOR Ij COMBLVATI NSTARTER O -BD EIEctnic ETER-UTNITYMETERU,OH �a1] WRREMIRANSFORMFA 4 NOTGR ® TRANSFER SWITCH ® GENERATOR J.8 v0 JUNCTION BOY ORCUIT RUN CONCEALED IN WALL OR CEILING ORNITRUNINGRUNDERFLOORORMEARTH /-� CIRCUIT RUN SURFACE NO— -+ -+ LONWR W.CONWRDOlM CONOUT STIM-CAP IF UTAERGROUND FLEXIBLE CONNECTION TO EQUIPMENT HCMERUN-MROWSINOIGTE NOF PHASE GOND. I --I GROUNDING ELECTRODE C PAD MOUNTED TRANSFORMER -o•❑T TRANSFORMER 41 OVERHEAD SERVCE ENTRANCE ABBREVIATIONS AC ABOVE COUNtER AFF ABOVE FlNIENFO BOOR AFG ABOVE FINISHED GRADE AFUMN AROFAULT CIRCUIT INTERRUPTER AIC AMPEAEINTERRUPTMGGAPACITY(MRBMIARATING) ATS AWOMATICTRANSRRSYJRCH ED CORD DROP OG CELNGMOUNTEO DT WSTTIGHT E OR (E) EXIST. FLR FLOOR MOUNTED GORGND GROUND GFWFG GRGINDFAULTCIRCJRaFERRUPTFR IG ISOLATED—D BC AVaLABLE FAUT CURREMIRMS SYMNETRIGLI LT LET -THROUGH FAULT CURRENT HRMS SYMAEIRN:Al) NORIN) NEW N- NORIIALLYOPENMOR-CLOSED O.C. ON CENTER RORBU RELOCATE SCCR SHORTORCUITCURRONTRATING ST SH— TL TWGTNOCX TR TAMPER RESISTANT UL UNDER COUNTER UON UNLESS OTHERMSE NOTED - XEKTNERPROOF %P EXPLOSION PROOF CLEAR SPACEMORKING SPACE ABOUT ELECTRICAL EQUIPMENT E E Q D o C FROM VIEW -i-B OF EOUIPMEW SIDE VIEW OF A EQUIPMENT PROVIDE CLEAR SPACE EQUAL TO THE 1NDTH OF EQUIPMENT OR 3P, WHICHEVER IS GREATER B PROVIDETHEFOLLOWINGCLEARSPACEINFRONTOF EOUIPMENT 3' FOR b1 W L6 VOLTAGE AND 4' FOR 1S1A00 G VOLTAGE C PROVIDE CLEAR SPACE, FOR THE WIDTH OF THE EDIVIPMEM, FROM GRADE. FLOOR OR PLATFORM TO A MEMJR OF -a OR THE HEIGHTOF THE EOUIPMEW. WHICHEVER IS GREATER D THE SPACE EOUAL TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO A HEIGHTOF 6' ABOVE THE EOUIPMENTOR TO THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SHALL BE DEDICATED TO THE ELECTRICAL INSTALLATION- NO PIPING. DUCTS. LEAK PROTECTION APPARATUS, OR OTHER EOUPMEW FOREIGN TO THE ELECTRICAL INSTALLATION SHALL BE LOCATED IN THIS ZONE SUSPENDED CEILINGS WITH REMOVABLE PANELS SHALL BE PERMITTED WITHIN THE V ZONE. SPRINKLER PROTECTION SHALL BE PERMITTED FOR THE DEDICATED SPACE WHERE THE PIPING COMPLIES WITH THIS SECTION. A DROPPED, SUSPENDED, OR SIMILAR CEILING THAT DOES NOT ADD STRENGTH TO THE BUILDING STRUCTURE SHALL NOT BE CONSIDERED A STRUCTURAL CEILING. E THE AREA ABOVE THE DEDICATED SPACE STALL BE PERMITTED TO CONTAIN FOREIGN SYSTEMS, PROVIDED PROTECTIONIS INSTALLED TO AVOID DAMAGE TO THE ELECTRICAL EOUIPMENT FROM CONDENSATION, LEAKB, OR BREAKS IN SUCH FOREIGN SYSTEMS. THE FINAL LOCATION OF EQUIPMENT SHALL BE COMONATED IN THE FIELD, PRIOR TO ROUGH -IN, TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REOUIREMENTS. THE ELECTRICAL CONTRACTOR SKALL STOP WORK IMMEDIATELY, ARD ADVISE OTHERS TO STOP WORT IF THERE IS A CONFLICT WITH THE ELECTRICAL CLEARANCE AND WORK SPACE REWINEMENTS PER THE ABOVE INFORMATION AND THE NEC. fty1of Wheat Ridge Building Division 7 L/ Y. -Y a. m 36628aa z S�0NAL NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. verizonJ 313 1 SOUTH VAUGHN WAY #500 AURORA, COLORADO 80014 (303) 873-2652 AerOSolufianS LLC OPBmi119 Ybw TolAsr A7faBf:.Acr 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 PH: (720) 304-6882 FAX: (720) 304-6883 I AERO PROJECT #: 097-16-0002 1 I REVISION SCHEDULE I 1-16-17 BEK PERMIT/CONSTRUCTION 11-23-16 BEK RELOCATED EQUIPMENT 9-23-16 BEK ELECTRICAL PLAN REV DATE BY I DESCRIPTION DRAWING TITLE: ELECTRICAL SPECIFICATIONS & LEGEND DRAWING SHEET: E-1 SHEET NUMBER: 1 OF 2 SITE INFORMATION: SITE NAME: 1208 WLMRT WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT RIDGE JEFFERSON COUNTY Fazin As -mates, Inc. PF & -lags-Loge S KIN 9364 Te00y Larle, Sle #101 L- Tree, 00 80124 PI -e: 7204831609 F= 720489.1611 Project#:18310 02016 y , LOCATION DESCRIPTION TRANSFORMER YZ SECONDARYPHASE kVA VOLTAGE ISC AT SECONDARY LOCATION DESCRIPTION MINIMUM PHASE # OF 5,435 2 (Q lu END) STARTING Ix CONDUCTOR MULTIPLIER VOLTAGE CONDUCTOR C VALUE ix END 1. EQUIPMENT, WIRING, AND DEVICES SHOWN LIGHT ARE EXISTING LENGTH .n.s k • 2000A MDP 33,900 10 1.73 480 7 21,391 33,626 _ _ _, 33.6261 10 1.73 %I 16.506 33,084 W 4#E WIPE 3 L \Y" 1 v, F 4lItiN iM4NiER tM29 P 6 #fC Wn,cA4aM4aiY d , (E)PANEL "Mk � I r I r7'\ PARTIAL ELECTRICAL PLAN NORTH NOT TO SCALE FAULT CURRENT CALCULATIONS (TRANSFORMER SECONDARY) FAULT CURRENT CALCULATIONS (END OF CONDUCTOR) LOCATION DESCRIPTION TRANSFORMER YZ SECONDARYPHASE kVA VOLTAGE ISC AT SECONDARY LOCATION DESCRIPTION MINIMUM PHASE # OF 5,435 2 (Q lu END) STARTING Ix CONDUCTOR MULTIPLIER VOLTAGE CONDUCTOR C VALUE ix END 1. EQUIPMENT, WIRING, AND DEVICES SHOWN LIGHT ARE EXISTING LENGTH SETS wheaQ Wheat • 2000A MDP 33,900 10 1.73 480 7 21,391 33,626 Q PANEL -M' 33.6261 10 1.73 480 4 16.506 33,084 FAULT CURRENT CALCULATIONS (TRANSFORMER SECONDARY) 2 FOGA MDP LOCATION DESCRIPTION TRANSFORMER YZ SECONDARYPHASE kVA VOLTAGE ISC AT SECONDARY @ SECONDARY OF 15KVA XFMR 15 2.3 240 1.00 2,717 SECONDARY OF 15KVA XFMR 15 2.3 120 1.00 5,435 SERVICE LOAD CALCULATION LOAD DESCRIPTION LOAD XCEL PEAK DEMAND X 125% 647.OkVA 15KVA TRANSFORMER 15.OkVA TOTAL LOAD 662.0kVA TOTAL AMPERAGE@ VOLTAGE 460 PHASE 3 UTILITY -COMPANY PAD -MOUNTED TRANSFORMER T 15kVA TRANSFORMER& LVZ 714 -5GOkcn1L ALI (23UDA) VERIFY verizon✓ 3131 SOUTH VAUGHN WAY #'500 AURORA, COLORADO 80014 (303) 873-2652 AeroSolt,tiorrs LLC OPOmning Yaw To", mft"trwue 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 _,_____ (2 #6, 1 #6G)2 -C (30A) PH: (720) 304-6882 FAX: (720) 304-6883 (INCREASED FOR VD) 30A. 480V, 7 -PHASE r -1 ItWH/DEMAND CHECK METER I PA\N2EC AERO PROJECT: 097-16-0002 I a > I REVISION SCHEDULE 751VA, 70 i N aeaz4on2ov y L -j t �» m (2 #10. i#10G)1/2'C (30A) I I G I (3 #4, 1 #8G)1 1/4-C (60A) 12GUA'M" j 48027711 30, aw j 1 2 FOGA MDP 42.000AIC 4 L! 27TJ, 30,4W 796A ES OJOAIC _ H I 2 NOT TO SCALE I � ' N»LTT 714 -5GOkcn1L ALI (23UDA) VERIFY verizon✓ 3131 SOUTH VAUGHN WAY #'500 AURORA, COLORADO 80014 (303) 873-2652 AeroSolt,tiorrs LLC OPOmning Yaw To", mft"trwue 5555 CENTRAL AVENUE #100 BOULDER, COLORADO 80301 _,_____ (2 #6, 1 #6G)2 -C (30A) PH: (720) 304-6882 FAX: (720) 304-6883 (INCREASED FOR VD) 30A. 480V, 7 -PHASE r -1 ItWH/DEMAND CHECK METER I PA\N2EC AERO PROJECT: 097-16-0002 I a > I REVISION SCHEDULE 751VA, 70 i N aeaz4on2ov y L -j t �» m (2 #10. i#10G)1/2'C (30A) I I G I (3 #4, 1 #8G)1 1/4-C (60A) 12GUA'M" j 48027711 30, aw j 1 n 42.000AIC #e TO BUILDING STEEL PARTIAL ONE -LINE DIAGRAM 2 NOT TO SCALE "or C I NOTES: t�TEE. 1. EQUIPMENT, WIRING, AND DEVICES SHOWN LIGHT ARE EXISTING AND SHOWN DARK ARE NEW UNLESS OTHERWISE NOTED. wheaQ Wheat /� Rid!/, t M 2. CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED. 8uildin 3. NEW WIRING SHALL BE THHNITHWN-2 INSULATED COPPER UNLESS OTHERWISE NOTED. 9 ��V�glp� PANEL: LVZ 4NEc ^SPE . PER 6PPC8 GEN[Ps+L.4i[t t�TEE. tlNAM4N.4tRC4tT47OFEE f __.__.._..._.._.. _. _...._._ . W 4#E WIPE 3 L 4lItiN iM4NiER tM29 P 6 #fC Wn,cA4aM4aiY .. 144011'+:1 tlftEAKER a �. tlROAxER iG44 tvt't N4789 O[SCRmIPt a Y�' i� PE30Ra'iWi R47E3 +y. bT•� g,Rit L tSi rx � 'fb Y y��+ C i k-' ..5 CQeA0.MKxe:4,ia EgAioyENr 16W 00 r 1 2C + 1 �x4 7 C04U0NC.4ndMIeWN' C-0tAP NKA^�NBfW+Py[gT , llpp 20 4 0 3 a 16? _ •xv: L64WAINGAnGMk EWA'Rd a4U.tJN+CP :oMSEW PYEMi Y"--_ _...._ Ism.. •. _.M x i E 4= f --)�'•54:I .. �.•—•_ .. .• ...(COIM1toUNC�T10N9 EOY1Dt1ENR _. .. CC4SNNICw.�ONtiEWPtE N' 1x0 70 ! 1 6 a :4 1 !b:4+ t..J14lMKtTKN&6WNflN1 CONNECi;D =OtDE`a> NE4 t44TCR fN! LODE DIW 4s as A• tlE TOtAL' C#PF•t0A00W 5M a ' a a' e:tb o 4 of ImoulmonA- d' a =xi�X A o w Y'rCTitANE4US"�' ? 6ADa 6Afq tAtln „ soon imt .AOCi -fEe tlN douiGNl<ui o 0 46a a a A wrw,owx-urlura o a 1#4,. A a o! _� sus"Yva "niswa's"*" o a- !a% fFQR4c OLDS 0 0 1�_....__ ___.,�_...._ t0oa tlAPO t00{ II 4006 0 of 600 ezasvt 6LEAtAfi �. ENGM�ER #AY3N tD5R4CK AIdeER486 3aA �.A #DA WA Sa Oe Y/ifllaf&'.6:1 U �C WA �'• �cSfn >� : O m 36628 z ; SS�avA. NOT ISSUED FOR CONSTRUCTION UNLESS SIGNED THROUGH THE SEAL IN BLUE INK OR DIGITALLY SIGNED BY BRYAN KAZIN. LIMITED TO ELECTRICAL. 1-16-17 BEK PERMIT/CONSTRUCTION 11-23-16 BEK RELOCATED EQUIPMENT 9-23-16 BEK ELECTRICAL PLAN REV DATE BY DESCRIPTION DRAWING TITLE: ONE -LINE DIAGRAM, PANEL SCHEDULE & ELECTRICAL PLAN DRAWING SHEET: E-2 SHEET NUMBER: 2OF2 SITE INFORMATION: SITE NAME: 1208 WLMRT WHEAT RIDGE SITE ADDRESS: 3600 YOUNGFIELD ST. WHEAT RIDGE, CO 80033 JURISDICTION: CITY OF WHEAT RIDGE JEFFERSON COUNTY KN Faun & Associates, Inc. V11a,a Square at Lone Tree 9364 TaAAy Lane, Sle #101 Lone Tree, CO 80124 Phone: 720-4891609 Fat: 7204891611 Protect#:16310 ®2016 1 *1 AA4A 4A 4AA&A it IN r Ar M 4 A REMARKS! Melissa, Attached is a copy of the permit, and a copy of the manufacturer warranty. Please let me know If you need anything else. Could you please provide something for me to show completion? My fax Is 303-S73-3819 or email at — Thanks! Thank you, Use Medlo 303-961-7068 1114%&b Q If YOU HAVE NOT RECEIVED ALL PAGES OF FAX UMSMITTAL, FMASE CALL van, 7, 2013 10:18AM 9 m P. 2 o e Eli! I + a r t s Vie,. :�. :. � , wa. a.- "♦ x.. :.. . ♦ ». ,a. » w *.. ,;. ♦ •.. :» aSd� irrrs xa+t 1 taa�absnit `r nrarai aay v3u a,. .t w� JM Application Revien Contractor Name- TECTA AMERICA COLORADO City. LLC - Denver, ('() User Name: nalivincentis@tectranterica,conn Tracking Number- 80033 Job Description: Wal-Mart Re-rot)I'Section B Type: false Status: In Process Contact Narne. Dominic Pena Email: dpt�na(<',,tectaanierica.ca)tii Name: AppleNvood Shopping Center Address: 3600 Youngfield St City. Wheat Ridge Stute* false Zip Code: 80033 Country: United States r as Specifier: true Name: umm Wind Rider: false Mail Rider: false Puncture Rider: false Light-weight Concrete Rider: false Sheet Metal Rider: false Annual Inspections Rider: false Ponding Rider. fa c Overburden Rider: false Includes Viamtritive: false Created Date, Februir) 23, 2012 Job Start Date; February 20, 2012 Estimated Job Completion Date: March 21, 2012 Phone: (303) 961-7401 Fax: Company Name: US Retail Partner LLC clo Regency Centers Address: 8480 E, Orchard Rd., Suite 6900 City: Greenwood Vi I [age, CO State: co Zip Code: 80111 Country: United States false Expand-O-Flash (1) Style-. Expand-O-Flash (1) Quantity (1,F)- 0,0 Expand-O-Flash (2) Style: Expand-0-Flash (2) Quantity (1,F): 0.0 Expand-O-Flash (3) Style: Expand-O-Flash (3) Quantity (LF). 0,0 Drains (1) Style: Drains (1) Quantity (Each): 0.0 Drains (2) Style; Drains (2) Quantity (Each): 0.0 Vents Style: vents Quantity (Each): 0 0 Fascia Style: Fascia Quantity (LF'): Ok Copings Style: Capin $ Quantity (F.F'). Ok Caravel Stop Stye: Caravel Stop Quantity (F.F"): 0 0 Jana 11. 2012 3:51PM City of W i6 at'p,,,.,d Commuany Dimr.OPMENT Property Address: ., , . 3600 Youngfield Ave EMU= Em= No, 0540 P, 2 Date. Plan # Permit # '5 mau=. tic r4avlaw Poo (due at time of subtrifttol): plml! PUBLIC WORKS COMMENTS: OCCUPANCYi Reviewer: FIRE o9PARTWxT-* 0 approved wl oomments 0 disapproved 0 no review required 'I . ` 4 § ` ...... .. ` _ / > ; 4 :_'A -� 0 §} \ - : j /{ . m \\ \ \ \ �\ } \ \\ ( 2 , \ \ "A .l _. © mzk \ \ \ ® Cc ZM f/$ - ` 2 2 ) 71 ) \ )|§ ■ \ \ ~ § \ - - 2\ . \ //| 3 �! ^ \\} S a 2 o nK ©> \ \ Fz `/ 0 m k � v � � � � Johns Manville Peak Advantage Guarantee Guarantee Number: FNTI 11083625 Date of Completion: 2 /2412011 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 10 $ No Dollar Limit Coverage The components of the Roofing System covered by this Guarantee are: Total Squares: 497 Membrane Spec. and Type Mechanically FnstenedS776RR TPO Insulation Type NRG3,None,None Accessorids(Type and Quantity) (CF,LF,290) These Mite Manville Guaranteed mocumenrn art refined to below as the'Rwfing Symem' and ALL OTHER COMPONENTS OF TI1E OWNER'S BUILDING ARE EXCLUDED MOM THE TERMS OF THIS GUARANTEE. johns Mmviller Somenuxu to the editorial Budding Owner Na during the Telm Commencing with the Date of Completion. M will pov for We materials end labor required to laron yrepairda Reofing SJ:ttem touaum it too waertio. sondirim if looksomur dueou ordinmy, wuaand rev defidrndCs in any or all ofthe entremon mmedols of the Rwfis1 System, or ..rinmaltip Eehamda j h a ndieadon o f o Radi, Sa WHAT TO DOIF YOUR ROOF LEAKS Ifyeu should have arm flak plume ret to dirtuions on Oau,,crseeidc. LMTATIONS AND EXCLUSIONS This Guarantee is not o uniamm awe agrermmt or on insenow pofien therefore, routine inspeCdons and maintenance arc as SaIding Owner's respoosbility (sec remorse side of rids denumM). F lnm W fallow the Mainlcoason Pro r. on do, reverse side oftlris dowmatwill void the Guammne. This Guirstee done na oblitas JM to repair the Roofing Symem, or any pmt ofthe Roofing System, for leaks moddng Eom (a) naruml disaters mcludint bm nIX heared to the threat or huhrea eHea of lighordng, food, hsil norm, eunbquoke, tomados, hurrianes or other unme,sinary natual peen nots ani wind speeds in eaaa of 72 miles Per hour (b) misuse, abuse or mItarenw, (C) rte lation ormmmim fa'luree otherdmn (none involving the component materials e> .11defitred abo-on to Smfing System oreapame o£th, ReofinSSyaem mm,unid. to damaging subousea such a of or salvenh or W doweling Conditions such m vermin, (d) Chants Ili the Rwfnt Syaon or the Buddins s usage this arc not p n.,rowd in wridng by JM, w (e) failure of the Building subsume (weeM1mim, mumunt, or mom iss and whether resulting from Building mevemeot, dedoe defines or other Coosa) or impronuchor ea.JM is na responsible forlons ad dissuade resulting( wearenow jeom my parson ofthe Building w nor apart ofthe Roofing System. This Guarantee bccomex effecive when (1) it is ikiwaed to Domed, and (2) al bills for installation, macuus. and seem s have boon paid in full to do Approved Roofing mmtdaormd to Af Until This time, tNs Guarnes is not in fora and hesno eROCt. The Roma souse Nm mywntwvemy or, chows wlmo, to N m Nis Guanta un be Jose ETA men filed to mediaon und the ier Co tmaim Industry ArNornion and Medimton Rula of an Anion. Arbitration Association Association (Regulm Took Forealsws) or to such odwr awoom int anmgment as the parties muluelly afire. No wort or other tribunal shall have judsdietim until the mediation is wmpland. TO THE FULLEST S) IENT PER TTED BY LAW, JM DISCLMW ANY IMPLIED WARRANTY, INCLUDmG THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO Tate EXTENT OF THE EXPRESS WARRANTYCONTAINED INTHIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF 1M UNDER TFIIS GUARANTEE IS TO J AMEX REPAIRS NF-CESSARY TO MAINTAIN TM ROOFING SYSTW..IN A WATERTIGHT CONDITTON IN ACCORDANCE Vln'HTHEOBLIGATfONS OF JM UNDERTHJS GUARANTEE, JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BURRING STRUCTUm (UPON WHICH THE ROOFING SYSTEM [S AFFIXED) ITS CONTENTS, LOSS GLIG , PROFITS OR ANY INCONVENIENCE. AND RS AFFB,IATES SHA BE ABL FOR ANY DAMAGES WHICH it ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT B LIABILITY OR ANY OTFlFR 1T(EORY ORY OF LIABILITY TY OTEiER THANTHE EXCLUSIVE L[ABJLTTY SET FORTHINTmS GUARANTEE No one is outho Bend to Chang, titer, or modify the Frovisom store cormsee other than rho Manager, commune Seruiccs Unit or suthart delegme. W, delay or failure in enfowing the terms and conditions emomed in this Gu.ae shall not apemtc a- waiver of sash, terms aid conditions This common, is solely for the bvwcfit ofthe Building Owner identified about and Build., Owner's rights hereunder are not weignable. Utte sole or other harm( of the Building Building Owner may nurture nansfcr of this Guaamon to the new owner, and JM may t ter dos cowman. in its sole discretion only after reviving ma,dodory information and payment ora mura2r fee, which mt be pad no hoortha 30 days aRerthc daze ofBiniang ownership ormder. W the cant JM pays for repdm which are required duo to the m6 or ornew aofotlrem, JM shall he submgted to all rights ofrewrsryoftlm Building 0wer to the a amt orthe amounr ofthe repairz Beeaae JM doesnd pwaim EnFimeiug or Architecture, neither the insuaa ofthis Go.. nor any review of Ne Buildinc s wsomardon or iapeedon of mofplaa (or no Rtdihh, s nor ded;) by JM represwttmva shall coratitsee any wamnty by DA of.h plans, speoiEcanoa, ad cotmetiew or in any way mostiode m uvtor,,m ofthe tams and eontidons o(Nis GUara:re<. Aryan finamodoaawselelyfordwousistefJ JM dom not supervise nor is it responsible for a timing mormoror s wort: except to the eania stated finch, and roofing wmrantas art not -gems ore M •JOHNS MANVILLE (1M) is a Delaware Cauesiden with ors prindpel mailing address at PO. Boa 5105. Denvcq Colorado V1A5108. By : Fred Stephan Title : Vice President & General Manager Roofing Systems Group Attorney -in -Fact Building Owner Regency Centers _ P C�,T r Greenwood Village, CO 80111 Building Name Wal-Mart Center 3600 Youngfeld St. Wheat Ridge, CO 80033 Approved Roofing Contractor Tecta America Colorado LLC 1881 West 13th Ave. Denver, CO 80204 Guarantee Number: FNTI 11083625 Date of Completion: 2 /2412011 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years 10 $ No Dollar Limit Coverage The components of the Roofing System covered by this Guarantee are: Total Squares: 497 Membrane Spec. and Type Mechanically FnstenedS776RR TPO Insulation Type NRG3,None,None Accessorids(Type and Quantity) (CF,LF,290) These Mite Manville Guaranteed mocumenrn art refined to below as the'Rwfing Symem' and ALL OTHER COMPONENTS OF TI1E OWNER'S BUILDING ARE EXCLUDED MOM THE TERMS OF THIS GUARANTEE. johns Mmviller Somenuxu to the editorial Budding Owner Na during the Telm Commencing with the Date of Completion. M will pov for We materials end labor required to laron yrepairda Reofing SJ:ttem touaum it too waertio. sondirim if looksomur dueou ordinmy, wuaand rev defidrndCs in any or all ofthe entremon mmedols of the Rwfis1 System, or ..rinmaltip Eehamda j h a ndieadon o f o Radi, Sa WHAT TO DOIF YOUR ROOF LEAKS Ifyeu should have arm flak plume ret to dirtuions on Oau,,crseeidc. LMTATIONS AND EXCLUSIONS This Guarantee is not o uniamm awe agrermmt or on insenow pofien therefore, routine inspeCdons and maintenance arc as SaIding Owner's respoosbility (sec remorse side of rids denumM). F lnm W fallow the Mainlcoason Pro r. on do, reverse side oftlris dowmatwill void the Guammne. This Guirstee done na oblitas JM to repair the Roofing Symem, or any pmt ofthe Roofing System, for leaks moddng Eom (a) naruml disaters mcludint bm nIX heared to the threat or huhrea eHea of lighordng, food, hsil norm, eunbquoke, tomados, hurrianes or other unme,sinary natual peen nots ani wind speeds in eaaa of 72 miles Per hour (b) misuse, abuse or mItarenw, (C) rte lation ormmmim fa'luree otherdmn (none involving the component materials e> .11defitred abo-on to Smfing System oreapame o£th, ReofinSSyaem mm,unid. to damaging subousea such a of or salvenh or W doweling Conditions such m vermin, (d) Chants Ili the Rwfnt Syaon or the Buddins s usage this arc not p n.,rowd in wridng by JM, w (e) failure of the Building subsume (weeM1mim, mumunt, or mom iss and whether resulting from Building mevemeot, dedoe defines or other Coosa) or impronuchor ea.JM is na responsible forlons ad dissuade resulting( wearenow jeom my parson ofthe Building w nor apart ofthe Roofing System. This Guarantee bccomex effecive when (1) it is ikiwaed to Domed, and (2) al bills for installation, macuus. and seem s have boon paid in full to do Approved Roofing mmtdaormd to Af Until This time, tNs Guarnes is not in fora and hesno eROCt. The Roma souse Nm mywntwvemy or, chows wlmo, to N m Nis Guanta un be Jose ETA men filed to mediaon und the ier Co tmaim Industry ArNornion and Medimton Rula of an Anion. Arbitration Association Association (Regulm Took Forealsws) or to such odwr awoom int anmgment as the parties muluelly afire. No wort or other tribunal shall have judsdietim until the mediation is wmpland. TO THE FULLEST S) IENT PER TTED BY LAW, JM DISCLMW ANY IMPLIED WARRANTY, INCLUDmG THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO Tate EXTENT OF THE EXPRESS WARRANTYCONTAINED INTHIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF 1M UNDER TFIIS GUARANTEE IS TO J AMEX REPAIRS NF-CESSARY TO MAINTAIN TM ROOFING SYSTW..IN A WATERTIGHT CONDITTON IN ACCORDANCE Vln'HTHEOBLIGATfONS OF JM UNDERTHJS GUARANTEE, JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BURRING STRUCTUm (UPON WHICH THE ROOFING SYSTEM [S AFFIXED) ITS CONTENTS, LOSS GLIG , PROFITS OR ANY INCONVENIENCE. AND RS AFFB,IATES SHA BE ABL FOR ANY DAMAGES WHICH it ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT B LIABILITY OR ANY OTFlFR 1T(EORY ORY OF LIABILITY TY OTEiER THANTHE EXCLUSIVE L[ABJLTTY SET FORTHINTmS GUARANTEE No one is outho Bend to Chang, titer, or modify the Frovisom store cormsee other than rho Manager, commune Seruiccs Unit or suthart delegme. W, delay or failure in enfowing the terms and conditions emomed in this Gu.ae shall not apemtc a- waiver of sash, terms aid conditions This common, is solely for the bvwcfit ofthe Building Owner identified about and Build., Owner's rights hereunder are not weignable. Utte sole or other harm( of the Building Building Owner may nurture nansfcr of this Guaamon to the new owner, and JM may t ter dos cowman. in its sole discretion only after reviving ma,dodory information and payment ora mura2r fee, which mt be pad no hoortha 30 days aRerthc daze ofBiniang ownership ormder. W the cant JM pays for repdm which are required duo to the m6 or ornew aofotlrem, JM shall he submgted to all rights ofrewrsryoftlm Building 0wer to the a amt orthe amounr ofthe repairz Beeaae JM doesnd pwaim EnFimeiug or Architecture, neither the insuaa ofthis Go.. nor any review of Ne Buildinc s wsomardon or iapeedon of mofplaa (or no Rtdihh, s nor ded;) by JM represwttmva shall coratitsee any wamnty by DA of.h plans, speoiEcanoa, ad cotmetiew or in any way mostiode m uvtor,,m ofthe tams and eontidons o(Nis GUara:re<. Aryan finamodoaawselelyfordwousistefJ JM dom not supervise nor is it responsible for a timing mormoror s wort: except to the eania stated finch, and roofing wmrantas art not -gems ore M •JOHNS MANVILLE (1M) is a Delaware Cauesiden with ors prindpel mailing address at PO. Boa 5105. Denvcq Colorado V1A5108. By : Fred Stephan Title : Vice President & General Manager Roofing Systems Group Attorney -in -Fact 117" Johns Manville A Berkshire Hathaway Company Dear Building Owner: 10100 W. Ute Ave. (80127) P.O. Box 625001 Littleton, CO 80162 303 978 2000 303 978 2808 Fax Attached to this letter is the Peak Advantage Roofing Systems Guarantee for the new roof recently installed on your building. We believe your building is now protected by one of the finest commercial roofing systems available on the market today. We appreciate the opportunity to provide you with a level of protection unmatched in the industry. There are some things you should be aware of before you file this document away in a safe place: 1. This is NOT a maintenance agreement or an insurerce policy. Johns Manville liability is strictly governed by the terms of the Guarantee. If you have any questions about this Guarantee, contact Johns Manville Guarantee Services -at the appropriate number given below. 2. You are required to perform routine maintenance on the roofing system to keep the coverage to the Guarantee intact. For your convenience, a list of maintenance items is printed on the back of the Guarantee. - - - We hope that you never experience any difficulty with your roofing system. If you do have a problem, you should contact Johns Manville Guarantee Services at the appropriate numbers provided. Please have the Guarantee on hand so that we may more efficiently handle your inquiry : Our Technical Services Department is staffed by some of the most experienced roofing professionals in the roofing industry. Please call on them for any questions you might have about commercial . and industrial roofing and Johns Manville products. Sincerely, Richard Gustin Manager, Guarantee Services Johns Manville Roofing Systems Group (800) 922 -5922 www.im.com/roofin9 gsu @jm.com r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection TYpe e5miZ tea° Job Address 34::w sr Permit "Number towF DO NOT RE action: ' OTICE R ► 4 4' V CITY OF WHEAT RIDGE j/ Building Inspection Division J (303) 234 -5933 Inspection line (303) 235 -2855 Office' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type P., Job Address sW ° 7'`OUP) ; e 1 " !L Permit Number n ��(', C h.7 a &4 !R Ytt" e.Cc,•t5 Zaru ate,. @�T .J J p L . ❑ No one available for inspection: Time d:P AM�M Re- Inspection required: Ye No `-� *Whan rnrrarlinna ha VA hnnn maAo rmlf Mr_ra.in&narfinh nf'_40Q_9fldX044 INSPECTION RECORD Occupancv/TVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. SPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECT NS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Building Final Stemwall / (CEG) Concrete Encased Ground Fire Department Reinforcing or Monolithic Weatherproof / French Drain V' W bl 4 ) p n 7 f1 h t 52— Sewer Service Lines 2` ) ) " ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A Water Service Lines OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Sheathing Plumbing Mechanical - Roof Lath /Wall tie Building Final Mid -Roof Fire Department Electrical Service Rough Electric V' W bl 4 ) p n 7 f1 h t 52— bi Rough Plumng 2` ) ) " ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A Gas Piping OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Rough Mechanical FINALS Electrical X Plumbing Mechanical - Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping " ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. i11, UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER " ' City of Wheat Ridge r4 000r- Comm. Tenant Finish PERMIT - 110020 PERMIT NO: 110020 ISSUED: 01/06/2011 JOB ADDRESS: 3600 Youngfield St Unit 28 -B EXPIRES: 01/06/2012 DESCRIPTION: Remove /add wall, add doors, sinks, elec. outlets & switche * ** CONTACTS * ** owner 303/377 -4777 Drs. Hearing Care sub 303/431 -5196 Larry Kunz 02 -1503 KUNZ & ASSOCIATES sub 303/422 -7428 01 -8728 WEIMER ELECTRIC sub 303/422 -2265 Tom Griffith 02 -0062 TD PLUMBING CO., LLP ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0699 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: s 10,000.00 FEES - Permit Fee 204.30 Plan Review Fee 132.80 Total Valuation .00 Use Tax 180.00('._ _.. ** TOTAL ** 517.10 Conditions: JZ: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby treat that the work to be performed shall comply with all accompanying approved plans and specificati na. applicable ui ding codes, and all applicable municipal codes, policies and procedures, and that I am the legal o r have been u o ized y the legal owner of the property and am authorized to obtain this permit and perform the wor de ribed and a p e in conjunction with this permit. I further attest that I am legally authorized to include all entitie n d within is c as parties to the work to be performed an that all work to be performed is disclosed in this do en and /or i ' a org n 'ng approved plans and specifications /. WA VIA EA P 1. This kemib was is EVed based on the ilfhrmation provided in the permit application and accompanying plans and specifications and is subject to the mpliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspe do . Signature of uilding Offical Date INSPECT N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i , City of ,- Date: heat I dge COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division Permit # d 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application �� . PYopertyAdtires'sy 3bw �- 1rw�/Gsh1� /���. ��.Inl 22 Property Owner (please pnht): e a Vl U G C-Ct,� Phone: 507 J � 7 Mailing Address: (if different than property address) Address: City, State, Zip: Co_�: "L q A 55 Contractors City License M C Z :; � Phone: 2 - 7 0 Sub�Contractors Electncal: we w�'� tb - Plumbing: j.J? •lv>µ� I y� Mechanical: City License # City License# City License # bes�crltation`vf w�irk= Ad Al9b �.tO!p' o �iN� -L� $ c717 e �aa AS 7^ 2 S t bt- L, I �DG 1/ J k Review Fee (due at time of submittal): ups lac: oNlets $ Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances; rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinance or work under any permit issued based on this application; that I am the legal owner or have been authoriz d b ll owner of t e property to perform the described work and am also authorized by the legal owner of any entity includeation lis that ntity on this application. CIRCLEONE: (CONTRACTOR) of (AUTHORIZED T Oj ER) (CONTRAC TOR) i (OWNER) PRINT NAME: I Y� V I SIGNATU DATE: FIREpEPARTMENf ❑ approV�ed wf COmmentS r O dlsappfoved ❑�n0 feYIBW reg0lred Bldg Valuation: $/b- s r f✓� " ' City of Wheat Ridge Commercial Roofing PERMIT - 102681 PERMIT NO: 102681 ISSUED: 12/02/2010 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 12/02/2011 DESCRIPTION: Reroof 508 sqs with 3.3" poly.insulation 60 mil TPO * ** CONTACTS * ** owner 303/300 -5300 US Retail Partners sub 303/573 -5953 Frederick A. Holland 01 -8520 Tecta America Colorado LLC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0699 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 176,524.00 FEES Permit Fee 1,628.70 Total Valuation .00f Use Tax 3,177.43 f ** TOTAL ** 4,806.13 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m, on the day of inspection or a re- inspection fee will be assessed. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named wAin this document as parties to the work to be performed and that all work to be performed is disclosed in this document afid" /or its' ac mpanyiny approved plans and specifications. Signature of OWNER or NTRA _ (Circle one) Date' 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field n. Signature Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DEC. 2. 2010 1 :31 PM �k A City of . iR 1 Wh6at d COMMLWITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office; 303 -235 -2855 " Fax; 303 -237 -8929 Inspection Line; 303.234 -5933 Building Permit Application N0, 936 P. 2 Date.' Plan # permit 4 9 7A 3600 Youngfield Ave Property Owner (please print) US Petail Partners, LP Phone: 303.$00,5300 Mailing Address: (if different than property address) Address: 8480 E Orchard Rd, Suite 5900 City, State, Zip: Greenwood Village CO 80991 �: _ CEI Roofing a Tecta America Company License M City License # Plumbing: City License # t"aftitt�ir iaa�ullc�"r`1 Partial tear off and reroof with 3.3" Polylsocyanurate insulation, Johns Manville 60 mil TPO roof system, BTU's Gallons Sq Ft. Mechanical: City License # Contract Value: S 176.524 Review Fo® (due at time ersubmRtaQ: 6 OMWER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ecrtiiy that the setback distances proposed by this permit application arc accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of ar>.q entity included on this application to list that entity on this application. CIRCLE ONE (OWMR) (CONTRACTOR) gL (40THORIZED REPRE'SENTATIPE) of (OWNER) (CONMCTO?) EIRM NAME: SIGNATURE: DATE; I Bld® Valuation; $ 1 INSPECTION RECORD Occupancy /Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. IN ECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE f INSPECTOR 'COMMENTS INITIALS Footings /Caissons' Stemwall / (CEG),Concrete Encased Ground Weatherproof / French Drain Sewer Service Lines Water; service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) FINALS Electrical Plumbing Mechanical X ya> Roof Building Final Fire Department R O. W &`.Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping 8E CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 'NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUIL DING AND PU BLIC P W ORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCU PANCY. v�.a.vrrarvt, T IMU 1 r'CKIVII:I I tU UN I IL L t:K I IKK A I t Ut PROTECT THIS CARD FROM THE WEATI CCUPANCY IS ISSUED ♦ I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: If Job Address: Permit Number: a _z sl .� i ❑ No one available for inspection: Time AMI/ Re- Inspection required: Yes Ko . When corrections have been made, call for re inspection at 303 234 - 5933 Date: /a Inspecto � DO NOT REMOVE THIS NOTICE i I " 1 City of Wheat Ridge Commercial Mechanica PERMIT - 101208 PERMIT NO: S 101208'. ISSUED: 05/13/2010 JOB ADDRESS': 3600 YOUNGFIELD ST EXPIRES: 11/09/2010 DESCRIPTION:: Replace RTU's ,1,13,14;15,17, 18,20,24,26,30,31,34,? and 35 ** CONTACTS * * -* owner 479/204-3425 Walmart Realty Mgmt ** PARCEL INFO ** ZONE: CODE: UA '. USE: UA SUBDIVISION:'. 0699 BLOCK /LOT #: 0/ ESTIMATED PROJECT VALUATION: 156,500.00 FEES 1,321,15 ���� .� 1 ,109.49 ....;x`= =_� 00 1,857.32 4, 287.96 �L.�IZC�Z I'I�r 2003 IBC, IMC, IPC, IFGC & 2005 NEC. Subject to field 9 �� "E"r City of Wheat Ridge Building Division -• ;, , °� 7500 W. 29 Ave., Wheat Ridge, CO 80033 N Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 °o�oano� Inspection Line: 303 - 234 -5933 Building Permit Application Date: L/ Plan #: 1n• — o05D Permit pioperty_Addressj 3600 Youngfield Street Walmart Real Ma Property Owner (please print) b Phone: 479 - 204 -3425 9 Mailing Address: (if different than property address) Address: 2001 S.E. 10th Street City, State, Zip: Bentonville, AR 72716 � : TBD Contractor License #: Phone: dub Contractors:: TBD � 'tOce(d V �u r t rvw Electrical City License #: Plumbing City License #: Company: Company Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Mercantile Construction Value: $ 156,500 DCSCr�ptionbf 1N0 (as calculated per the Building Valuation Data sheet) REPLACE RTU'S 1, 13, 14, 15, 17, 18, 20, 24, 26, 30, 31, 34, 35 1 Plan Review (due at time of submittal): $ 1107.13 Sq. Ft. /L. Ft added: 0 Squares 0 BTU's 0 Gallons 0 Amps 0 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Wdll s 1311,5 15 y"z Job Address: 5 7 Permit Number: 0 0112 7 APPROA -0 ❑ No one available for inspection: Tim ' AM /PM Re- Inspection required: Yes (NA _ "When corrections have been made, calf f or re at 303 - 234 - 5933 ` Date: �2�'� Inspector 4� DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: _Ag� Job Address: -gym Permit Number: eP 9 �r/�� ✓�� � �/'�' �' fir+' ,�elrOh' ��F oFr�T ❑ No one available for inspection: Time A,`3S AM /PM Re- Inspection required: Yes dD0__ "When corrections have been made, call for re- inspection at 303 -234 -5933 Date: 7 oillec? Inspector: � DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: 57 Permit Number: C5°y2/ 7 .f�!- 'RvvF!� " cam/ g r y �xrf,i� ✓. ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 2345933 Date: Inspector: r - DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 081127 Stipulations: Remodel of Walmart Issued: 09/24/09 This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3600 YOUNGFIELD ST Parcel Number: 39-292-00-002 Owner: U.S. Retail Partners LLC 7535 E Hapmden Ave 4650 Denver CO 80231 Contractor: David Guida Mark Young Construction, Inc. 7200 Miller Place Frederick, CO 80504 For the Following Purpose: Commercial Remodel ,C Editions NO change shall be made in the USE of 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion - 1997 UBC/2002 NEC from the City of Wheat Ridge. - Sprinkler stem 7 'lding Inspector Zoning Administrator FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 10/29/09 15:38:36 City of Wheat Ridge Page 1 bp701-1s PERMIT INFORMATION - 081127 mmackey PERMIT INFORMATION: Permit#: 081127 Permit Type: Commercial Remodel Permit Dt: 09/29/2008 Expires: 09/29/2009 LAND PARCEL INFORMATION: Zone Cd: Planned Comm Devel. Funct Use: Commercial Subdivision: Unassigned Cont Type: Miscellaneous Legal: JOE DESCRIPTION: Mercantile (Walmart) Address: 3600 YOUNGFIELD ST Parcel Cd: 39-292-00-002 OWNER: Address: 7535 E Hapmden Ave #650 City/St/Zip: Denver CO 80231 DU: 1 Last Zone Dt: Annex Dt: Lot: Block No: D SetSacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 FEES QTY DUE PAID: Misc. Fee .00 597.02 597.02 Permit Fee 1,084,019.00 6,373.13 6,312.87 Permit fee additions .00 1,324.57 1,324.57 Plan Review Fee .00 4,142.53 4,202.79 Plan Review Addtiona .00 860.98 860.98 Plan review Addition .00 122.00 122.00 Total Valuation 1,084,019.00 .00 .00 Use Tax 1,084,019.00 19,512.34 19,512.34 32,932.57 32,932.57 CONTACTS: owner U.S. Retail Partners LLC 7535 E Hapmden Ave #650 Denver CO 80231 GC CL1 Mark Young Construction, Inc. David Guide 7200 Miller Place Frederick, CO 80504 3037761449 SUB CIS Mark Young Construction, Inc. David Guide 7200 Miller Place Frederick, CO 80504 3037761449 SUB CL9 Horizon Sheet Metal Sylvia Hawn 126 Hemlock St Fort Collins, CO 80524 9704827333 SUB CLA Waddell Electric John Waddell 230 W. Sigma P1. Guthrie, OK 73044 4052939430 sub CLC Freedom Fire Protection, LLC Andrew Teebken 4026 Mulligan Dr Longmont, CO 80504 3038272060 SUB CL9 Mark Young Construction, Inc. David Guide 7200 Miller Place Frederick, CO 80504 3037761449 PERMIT CONDITIONS: APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 05/21/09 KC approved 3rd set of revisions to walmart. 597.02 added for review fees. 03/13/09 JH: temporary storage containers allowed for active construction projects per sec. 26-614. Must be removed within 14 days of completion of project. 03/12/09 KC: Approved with red line notes. Revision fee $122.00 for 2 hours time. 03/11/09 Mailed 3 sets of revised plans for review. Given to JS for review. 02/02/09 Signage was approved by permit #081128. Any additional exterior modifications, not including repainting, may require additional architectual approval. -AT 09/29/08 CREATED FROM APPL# 08-0355 09/29/08 KC - Approved per plans and attached building applications 09/26/08 Got break down of totals from Machelle today so Adam could get started on sign permit. 09/24/08 Permit approved. Signage will have to be by separate permit. -AT 10/29/09 15:38:36 City of Wheat Ridge Page 2 bp70l-ls PERMIT INFORMATION - 081127 mmackey 09/23/08 DFB gave plans back with notes (DFB - PW is OK with gi 09/22/08 Given a set of plans to JS, DEB, and AT for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO 1 pug:Plumbing Underground 02-1589 03/24/09 no KC 2 eri:Electrical Rough Ins 09-0028 03/27/09 no he 3 FRI:Framing Rough Insp. 02-1589 04/07/09 no CCI 4 PRI:Plumbing Rough Insp.' 02-1589 04/07/09 no CCI 5 FRI:Framing Rough Insp. 02-1589 04/08/09 no KC 6 PRI:Plumbing Rough Insp. 02-1589 04/08/09 no KC 7 ERI:Electrical Rough Ins 09-0028 04/08/09 no MV 8 MRI:Mschanical Rough Ins 04/09/09 no KC 9 DWS:Drywall screw/nail 02-1589 04/14/09 no KC 10 ERI:Electrical Rough Ins 09-0028 04/22/09 n0 CCI 11 MRI:Mechanical Rough Ins 09-0037 04/23/09 no KC 12 ERI:Electrical Rough Ins 09-0028 04/24/09 no MV 13 cou:COUrtesy 02-1589 04/24/09 no KC 14 MFI:Mechanical Final 02-1589 04/27/09 no KC 15 PFI:Plumbing Final Insp 02-1589 04/27/09 no KC 16 BFI:BUilding Final Insp 02-1589 04/27/09 no KC 17 EFI:Electrical Final Ins 09-0028 04/27/09 no KC 18 BFI:BUilding Final Insp 02-1589 04/28/09 no KC 19 SHE:Sheathing/Sheer Insp 02-1589 04/28/09 no KC 20 DWS:Drywall screw/nail 02-1589 04/29/09 no KC 21 ERI:Electrical Rough Ins 09-0028 05/06/09 no MV 22 MRI:Mechanieal Rough Ins 09-0037 05/06/09 no KC 23 cou:COUrtesy 05/18/09 no kc 24 BFI:BUilding Final Insp 02-1589 05/27/09 no KC 25 PFI:Plumbing Final Insp 02-1589 05/29/09 no CCI 26 EFI:Electrical Final Ins 09-0028 05/29/09 no CCI 27 EFI:Electrical Final Ins 09-0028 06/01/09 no MV 28 PFI:Plumbing Final Insp 02-1589 06/03/09 no KC 29 MFI:Mechanical Final 09-0037 08/03/09 no KC 30 bfi:BUilding Final Insp 08/04/09 no kc 31 MFI:Mechanical Final 09/22/09 n0 KC 32 BFI:BUilding Final Insp 09/22/09 no KC 33 MFI:Mechanical Final 09/23/09 no KC 34 BFI:BUilding Final Insp 09/23/09 no KC ~neral remodel) Given to JS for review REQ DT INS DT STATUS 03/25/09 03/25/09 COMPLETE 03/30/09 03/30/09 PARTIAL 04/08/09 04/08/09 INCOMPLETE 04/08/09 04/08/09 INCOMPLETE 04/09/09 04/09/09 PARTIAL 04/09/09 04/09/09 PARTIAL 04/09/09 04/09/09 PARTIAL 04/09/09 04/09/09 PARTIAL 04/15/09 04/15/09 - PARTIAL 04/23/09 04/23/09 INCOMPLETE 04/24/09 04/24/09 PARTIAL 04/27/09 04/27/09 COMPLETE 04/27/09 04/27/09 COMPLETE 04/28/09 04/28/09 PARTIAL 04/28/09 04/28/09 PARTIAL 04/28/09 04/28/09 INCOMPLETE 04/28/09 04/28/09 PARTIAL 04/29/09 04/29/09 PARTIAL 04/29/09 04/29/09 INCOMPLETE 04/30/09 04/20/09 PARTIAL 05/07/09 05/07/09 COMPLETE 05/07/09 05/07/09 PARTIAL 05/18/09 05/18/09 INCOMPLETE 05/28/09 05/28/09 INCOMPLETE 06101109 06101109 INCOMPLETE 06/01/09 06101109 INCOMPLETE 06/02/09 06/02/09. COMPLETE 06/04/09 06/04/09 COMPLETE 08/04/09 08/04/09 INCOMPLETE 08/04/09 08/04/09 INCOMPLETE 09/23/09 09/23/09 INCOMPLETE 09/23/09 09/23/09 INCOMPLETE 09/24/09 09/24/09 COMPLETE 09/24/09 09/24/09 COMPLETE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE 1 Inspection Type: , r-27 Address: 36~~=neeE.t 1 s a Permit Number: eVi?f f,2 i '~~yifls s~~'.✓,✓r .~.r.~,~~/.~7'~`'t'~ r""7,~ d rJT a' E o F 1~ f ,s}f5`fT k?d'8~..~c °~t.L"~ l ~.a1J..~S ❑ No one available for inspection: Time AM/PM Re-Inspection required: fe __No *When corrections have been made, call for re-inspection at 303-234-5933 Date: j3t~eJ Inspector;% DO NOT REMOVE THIS NOTICE I ♦ i CITY OF WHEAT RIDGE fr Building Inspection Division l, (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: # BiI?t Job Address: ,3�so 1z��6✓ s <r� tea' Permit Number: e2S' /d27 ❑ No one available for inspection: Time ? `1`y' AM /PM E- ..� i Re- Inspection required: es�_ No Y * When corrections have been made, call for re- inspection at 303 -234 -5933 e }; Date: VY10 j Inspecto �-� i DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: //1 j-- 8,9T_ Job Address: 3&co b de'%~ 5r- Permit Number: OS'//27 00502412 7--a hP'9'f2r>el e'W -3-13Z e- ❑ No one available for inspection: Time f AM/PM Re Inspection required: es -No "When corrections have been made, call for re-inspection at 303-234-5933 Date: 8/Y,39' Inspector: r? DO NOT REMO E THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: AIM&'. Aar Job Address/Permit Number: gGt» t~~' ~'de~z"e"!,•x/t~ .R° ; e~E?r3 ~Y1~ r~l ~ . pS~ I's t t35' ~~e~y~'So Ip t3 AVE Fy ❑ No one available for inspection: Time /,'Jo AM/PM Re-Inspection required: 'Yes When corrections have been made, call for re-inspection at 303-234-5933. Date: 46A,/, ? Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division Ir (303) 234-5933 Inspection line rf (303) 235-2855 Office • (303) 235-2857 Fax y9~ ~ - 0 - f INSPECTION NOTICE Inspection Type: _✓=r?~s rte... Job Address: % r 1, f Permit Number: r- F ❑ No one available for inspectio ~rY~e AM/PM k Re-Inspection required: Yes /-N/o r 'When corrections have been madd II ar re-i spection at 303-234-5933 I, I Date: Inspector: DO NOT REMOV THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: n«_' Job Address/Permit Number:! can ~c ~1 g n o~ ~rc~p~ h ❑ No one available for inspection: Time AM/PM Re-Inspection required: (Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: ~I l Inspector: DO NOT REMOVE THIS NOTICE Via Hand Deliver May 28, 2009 Melissa Mackey The City of Wheat Ridge Building Department 7500 West 29`' Ave. Wheat Ridge, CO 80033 f Project Title: Wal-Mart #1208 3600 Youngfield St Wheat Ridge, CO 80033 Project No. 09617 Subject: Building Permit Extension Ms. Mackey I am writing to request an extension for the building permit #081127 located at the above address. Construction commenced on March 15t, 2009 and work is still in progress due to additional scope of work added to the contract. We would like to extend the building permit through the end of July, 2009. If you should have any questions and/or concerns, please contact the undersigned at your earliest convenience. Sincerely, Chris Daniel Project Superintendent Attachments: cc: 09617-F7 7200 Miller Place • Frederick, Colorado 80504 • (303) 776-1449 -Fax (303) 776-1729 qMYaa 05/18/09 16:34:50 City of Wheat Ridge Page 1 bp340-iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE-- DESCRIPTION--- -----VALUATION --------FEE ---USE TAX .00 0.00 0.00 .00 0.00 0.00 prm Permit Fee 6,400.00 181.10 0.00 rvw Plan Review F 6,400.00 117.72 0.00 RVW2 Plan Review A 6,400.00 183.00 0.00 totva Total Valuati 6,400.00 0.00 0.00 use Use Tax 6,400.00 0.00 115.20 TOTAL VALUATION: 6,400.00 FEES VALUATION: 6,400.00 PERMIT FEE: 181.10 USE TAX: 115.20 OTHER FEES: 300.72 TOTAL FEES: 597.02 May 15 2009 1:02PM MRRK YOUNG CONSTRUCTION 3037761729 p.l VIA FACSIMILE May 15, 2008 TO: Company. City of Wheat Ridge - Building Dept. MARK YOUNG INCORPORATED Attention: Kirk Cadotte Facsimile 303-235-2857 FROM: Chris Daniel FAX: 303-456-7142 SUBJECT: Walmart # 1208 Permit # 081127 Total Pages: 1 (including this page) Project: Walmart # 1208 Remodel Remarks: We have put together estimated cost for the Construction Change Directives for the above mentioned project. Once the change order work is completed, we can provide actual costs. Please contact me if you have any questions. CCD #3 - No additional cost. CCD #4 - $2,200 Estimated Added Cost CCD #5 - $4,200 Estimated Added Cost Chris Daniel Project Superintendent Cell (303)-7I0-9170 cc: File: 09617-177 (Original Will Not Follow) 7200 Miller Place • Frederick, Colorado 80504 • (303) 776-1449 -Fax (303) 776-1729 C C= a: m n co oo C=) AVI 3HI 01 CIN 09T-09T :O=,OHd oToz000 :55awfix gor U) z 0 0 0 J_ cl-4 0 1-1 1_l AHVHINO3 38 AVVI ONY G3ZIMOHinv co I­ ION St ID3rOHd H3HIONV NO 3sn38 20Z I 'ON :]�JOiS Lr) N 0 0 cl- 80-d DNIMVHG SIHI 30 NOLLonaobd3H w ONV SiD3LIHDNV 03SN3on (o (n 41.4 -.5. 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OG M M Ld � M w m M U Z Z LLJ r LLJ s ® C) i2 :M U _J CD W V) 0 „L -,9 3 le Y Lo 1 Lo M Lo to N .. „,,,,,, V) rn rn rri 0 'cs 00 uKN V) x � V W W S � p t0 0 I s O II .,0 - ,5 b^^p'90Z L STb13Q 30b N01S L'Zb OO L030bN01S t'Zb OO LO \s6u!MpaQ O LOZ080\ 90Z L# 00 `a5p!d I aw 0 LOZ080 \S}oafo.Id lapoway 9002 \JC)9A LUD -150ad 9002 \SIapOwad }-JpW — IOM ZO\ :N UUDwlpojgo 83sn — wdO L :g — 90OZ `9 L daS Lt I I tK OF I KANSMI I I AL DATE: 4/15/09 JOB: 0802010 71 RE: #1208 Wheat Ridge, CO 2008 Wal-Mart General Remodel 211 N. Record Street, Suite 222 Dallas, Texas, 75202 Telephone 2141749-0626 Fax 214/748-0656 TO: The City of Wheat Ridge Building Department Attn: Melissa Mackey 7500 West 29t" Avenue Wheat Ridge, CO 80033 303-235-2855 WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA I IPS (Ovarniaht) THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ SPECIFICATIONS ❑ DISK/ELECTRONIC FILE COPIES DATE NO. DESCRIPTION 3 Sets Revised Construction Drawings - CCD#5 1 Narrative of Changes - CCD#5 THESE ARE TRANSMITTED: ❑ FOR YOUR USE ❑ FOR REVIEW & COMMENT ❑ AS REQUESTED ® FOR APPROVAL ❑ FOR ACTION AS NOTED ❑ AS REQUESTED BY: Hi Melissa! Please see the attachments for your review and approval for the above referenced project. Please note that We have also submitted plans to the Planning Department for review. If you need anything else please Feel free to contact me as soon as possible. Thank you! Missy Doherty, Project Administrator (214) 290-7061 COPY: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED Trevor T. Holcolmb WAL-MART SUPERCENTER NO. 1208 APRIL 10, 2009 PROJECT: WHEAT RIDGE, CO CONSTRUCTION CHANGE DIRECTIVE NO. 5 PROJECT NO. 0802010 TO: MARK YOUNG CONSTRUCTION, INC. 4150 Jason Street Denver, CO 80211 sletcher@markyoungconstruction.com (303) 477-9073 This Construction Change Directive modifies the Contract Documents as noted below. The Contractor shall obtain approval of the Wal-Mart Construction Manager before ~C✓ beginning the Work defined in this Construction Change Directive. If applicable, adjustment to the Contract Sum may be based only on the method described in TREVOR TYSON 7.3.3.1 of the Contract. A response to the Construction Change Directive shall be returned to the Construction Manager within 21 days as required by the Construction HOLCOMB ~ Contract. 325 ~y This Construction Change Directive forms a part of the Contract Documents and modifies the original Documents dated September 4, 2008 F® ARGT° SUMMARY: • Revise plans and details per Wal-Mart comments. • Revise specifications per new scope of work. APR 13 2099 This Construction Change Directive consists of Pages 1 through 2 of this Narrative, Specification Sections 00001, 00010, 01640, and 08305, and Drawing Sheets SP1, Al, A5, A8, A8.1, S1, MP1, E2, E4.1, and EPL1, all dated April 10, 2009. SPECIFICATIONS SECTION 00001 - PROJECT TITLE PAGE • Section revised to include Construction Change Directive #5 and date. SECTION 00010 - TABLE OF CONTENTS • Revised TOC to add spec section 08305. SECTION 01640 -OWNER FURNISHED PRODUCTS • Add Refrigerated Cases to Products Furnished by Others Schedule. SECTION 08305 - SIDE FOLDING GRILLE • Add section in its entirety. ARCHITECTURAL SHEET SP1 - SITE PLAN PLAN 1 -SITE PLAN • Add keynote reference as shown. KEYNOTES • Add keynote 6.58 as shown. SHEET Al - FLOOR PLAN PLAN 1 - FLOOR PLAN • Revise Photo Lab layout plan as shown. • Add Reach-In Dairy Cooler by grid 11 D as shown. • Add Refrigerated Equipment Legend & Notes as shown. • Revise wall at Cash and Count rooms as shown. • Revise location of door at Subway as shown 1 WAL-MART SUPERCENTER NO. 1208 APRIL 10, 2009 PROJECT: WHEAT RIDGE, CO CONSTRUCTION CHANGE DIRECTIVE NO. 5 PROJECT NO. 0802010 SHEET A5 -VESTIBULE PLANS PLAN 1 -VESTIBULE PLAN • Revise plan at existing wall between 105 Courtesy Desk and 107 Cash Office/ 108 Counting room as shown PLAN 2 - COURTESY DESK • Revise location of door 403A as shown. PLAN 2A- COURTESY DESK DEMOLITION PLAN Add note as shown. PLAN 5 - PHOTO LAB PLAN Revise layout as shown SHEET A8 - DOOR SCHEDULE DOOR SCHEDULE • Revise door 108A Counting Room as shown. SHEET A8.1 - DOOR DETAILS DETAIL 19 - HEAD • Revise detail as shown. DETAIL 20 - JAMB Revise detail as shown. STRUCTURAL SHEET S1 - FOUNDATION PLAN, DETAILS, AND NOTES DETAIL 1 - FOUNDATION PLAN AT VESTIBULE Added new opening in existing wall DETAIL 8 - NEW OPNG. IN EXIST. WALL Added detail DETAIL 9 - SLAB AT NEW OPNG. Added detail DETAIL 10 - SECTION AT JAMB • Added detail DETAIL 11 - SECTION AT LINTEL • Added detail MECHANICAL SHEET MP1 - OVERALL FLOOR PLAN MECHANICAL AND PLUMBING • Added new self-contained dairy/deli case per Owner's request. Refer to clouded changes on Sheet MP1. ELECTRICAL SHEET E2 - POWER PLAN • Added new self-contained reach-in refrigerated case per latest Architectural changes. Refer to clouded changes on Sheet E2 SHEET E4.1 - ELECTRICAL SCHEDULES • Revised Panel "LC" for new refrigerated case per Arch. change. Refer to clouded changes on Sheet E4.1. SHEET EPL1 - PHOTO LAB ELECTRICAL PLAN • Revised photo lab receptacle locations and added additional printer per latest Architectural changes. Refer to clouded changes on Sheet EPL1. END OF CONSTRUCTION CHANGE DIRECTIVE NO. 5 BY: TREVOR TYSON HOLCOMB Architect 2 ~1I41 CITY OF WHEAT RIDGE uilding Inspection Division (3B03) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: )EZ7 Job Address/Permit Number: ~~CiZrM~e'sd sJrrrol-'"~tC'y< ❑ No one available for inspection: Time /.'35' AM/PM Re-Inspection required: es ~ No .When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspecto DO NOT REMOVE THIS NOTICE City of Wheat Ridge ►/ Commercial Electric PERMIT - 090217 PERMIT NO: 090217 ISSUED.: 03/17/2009 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 09/24/2009 DESCRIPTION: Install CCTV low voltage cabling * ** CONTACTS * ** owner 303/420 -0640 Walmart sub 303/779 -4500 R.W> Cummings 09 -0051 Staley Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0699 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 28,000.00 FEES Permit Fee 548.09 Total Valuation .00 Use Tax 504.00 ** TOTAL ** 1,052.09 Conditions: Must comply w/ 2003 IBC & 2005 NEC. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field in ec Signature Building Offical Date !?TON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUES S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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I hereby certify,. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicatio d:that I assume full responsibility for compliance with the Wheat Ridge Building Code (i.B.C) and all other 1 applies Ridg Crd' ces, for work under this permit Plana subject tofield inspection. Si atur ontractor/owner date This permit was issued in accordance with the. provisions set forth in your application and is subject to the 'laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ~oF W"E9T p, City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 ooLORPOO Inspection Line: 303-234-5933 Building Permit Application Date; ~l -7 ~C C Plan Permit B,ropertyAdlress', ~(P o j`j ~~(o UrU ~ ~I ~ ~~i Property Owner (please print): \~A-C~Iq-C-T- Phone: :30 3 -9 Z-b -0(act Mailing Address: (if different than property address) Address: City, State, Zip: W t} Eft- ill f p f cc 0 Contractor: Contractor License M Phone: vm. Sub Con#racforsw` Electrical City License 64 5 1 Plumbing City License Mechanical City License Company: 5~6-1-e-" Zhp~. Company Company: Exp. Date: 0V2&12-ott Exp. Date: Exp. Date: Use of space (description): Re-Az" Construction Value: I S - r b@SCrIpt10R; of WOrIr3 1 (as calculated per the Building Valu tion Data 1.G2bL t 4'~~ Plan Review (due at time of submittal); $ - Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRE E ATIV f (OWNER) (CONT ) PRINT NAME:'/ R XA J~(vf~C7 SIGNATURE Dato U1705j a I xMart (6 Jan 200012:28:59 -0600) (ff6e987f94f44788ba1B6803cf8b490a) Fax 15015659674 Page Z Of 3 WAL-MART PURCHASE ORDER r - VENDOR INFORMATION - ORDER DETAILS I STALEY INC HOST Vendor # 228007 I PO# 5059747 13400 J E DAVIS DRIVE Address Book # 2666412 I LITTLE ROCK AR 72209-0000 Order Type: OG- Distribudon I I Order (SDQ) I I Type of Order. PJ-CER Order Date : 01/0612009 I I Arrival Date: 01119/2009 Ordered By: GENI MOORE - SHIP MERCHANDISE TO ~___SEND INVOICES TO_--__ I Phone It. 479 2770831 Bill Only WALMART STORES INC. - ASSET PAYABLES , Attn: Asset Payabies 11301 S.E. 10th Street Bentonville AR 72716-0845 I Budget Number: 0 • I Supplier Ref Bentonville AR 72716-0550 I Payment Terms: Net 30 Days I WE REQUIRE ALL INVOICES TO HAVE APO NUMBER. STORE NUMBER -A-.. Shipping Instructions: NOWAL-MART I VENDOR NUMBER ON THEM. ONLY THE ORIGINAL INVOICE SHOULD BE SUBMITTED WITH PROOF OF SHIPMENT. I I I I FACILITY INFORMATION Facility & Distribution Order Manager. Phone Faclilly Type . Project Type: ~ I ~DIV1 LINE ID I PART NUMBER - DESCRIPTION I QUANTITY, UNIT PRICE 1 EXTENDED PRICE 01 2 50000700192 FEE/LABOR(248) 1 EA 26,500.00 26,500.00 01 1 50000700720 FEEILABOR(248) 2 `.EA 28,000.00 56,000.00 TOTAL 82,500.00 Comments: REQUESTED BY: CHAD HENSON 479-277-3677 CER#37538 REMODEL LABOR FOR MARCH 15TH POSSESSIONS Page No: 1 a I "Mart (6 Jan 200912:28:59 -0600) (85e987f94f44788ba186803d8b490a) Fax 15015659674 WAL-MART PURCHASE ORDER Purchase Order No: DIV ! LINE ID 5059747 PART NUMBER DESCRIPTION Page 3 of 3 - I _ I QUANTITY 1 UNIT PRICE (^EXTENDED PRICE 1 Item Number 50000700192 Store No. Quantity Store No. Quantity Store No. Quantity Store No. Quantity 2060 1 ---•---'.-_.-.r_-.._.__..-_.M._._.....-.-..._.._..._...__.-_ Item Number 50000700720 Store No. Quantity Store No. Quantify Store No. Quantity Store No. Quantity 662 1 1208 1 Page No: 2 ~Il41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~rorrs~ Job Address/Permit Number: r.~, Y"g, I mod' 34a 4P [E n rDla zei ' 44 eAe 7~/~a,s rro t srrr~s~ , rrKli? ~''~•`~r9A75l~Q s.,~r/s//f ~7"G ns~' sr, .tf r,•f=.G'~- e'lJ~r-F ^ i ,f n 4 > 2 s~s~rt b.rf2~ z IV4J6 '4p 's o No one available for inspection: Time o: raf AM/PM Re-Inspection required: "Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: <1jA Inspector: DO NOT REMOVE THIS NOTICE ♦~~4' CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: r Job Address/Permit Number: & _,g 4efa ~q,2 _V ry 4r4 eraF1.=,~ a-~ir. ~f,zllsr. r7~,r .A-n,vs ~,riJ,~,., y~ s Ln ,i~tr- T sue{ raJ» x AFT'✓...e d°HS»~.~ T ~gar,~+r~ -.+S r v-a.a~~ 4/,tag' ;rtrrL..Os'<,~r r ss ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: xs c L _ F DO NOT REMOVE THIS NOTICE ny a ♦ i CITY OF WHEAT RIDGE Building Inspection Division /(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: RIWI Job Address: .76.oo L FLO sr Permit Number: 06//z7 i4 ¢r s/r~G'ht• dtsr / ~r 12 ~d yJ~ GilO7 Ei S ~ i 1 / U ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: &7407 Inspector: DO NOT REMOVE THIS NOTICE ♦ i 'CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE ❑ No one available for inspectiom:jTime AM/PM Re-Inspection required: Yes When corrections have been made, cc# for re-inspection at 303-234-5933 Vi Date: ~f Inspector. DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: lC/ G~/Jd~t1~a S Permit Number: Oz,.°".-Z ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: tvVVS° P/02/7W F'A'T Job Address: cq~00 j16dasGA,;-0<0 Sl- Permit Number: 020//97 #llw Fa.' ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, cafi for re-inspection at 303-234-5933 Date: Inspector: v DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: AcX - PWR7"1-41 f I'yire Job Address: Xaa °aa~IGfs~d s7"- Permit Number: C79".2 i .t~ e,70 fi ,~P~'y~!~ /t'r~E/l5rpttJS Sv~~~a,r~~ zq,e 7~ cc~vUyn7~sv ®ssd s~+1~ p.: ❑ No one available for inspection: Time ra%`S AM/PM Re-Inspection required: Yes No t, When corrections have been made, call for re-inspection at 303-234-5933 Date: `Pfd ~ Inspector: 1~e DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: AU, A4,f7 /,6r1 .4.g Job Address: 3~~ 7>.~t<a s7 Permit Number: 9F3 tt27 ❑ No one available for inspection: Time AM/PM Re-Inspection required: KL~ No When corrections have been made, call for re-inspection at 303-234-5933 Date: $//~S/op Inspector: DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE V, pe- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: = r z~ 9 w at~sv Job Address: a,,~n . r Permit Number: 079/417 s7- c , a ❑ No one available for inspection: Time a3 )4 AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: v inspector: - DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE f' Inspection Type: z > Job Address: ca rr c Permit Number: ° ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 Date:,2 . eI4j>ul / Inspector:' DO NOT REMOVE THIS NOTICE - " , City of Wheat Ridge i e Comm.' Fire Sprinkler PERMIT -'090348 PERMIT NO: 090348 ISSUED:- 04/14/2009 JOB ADDRESS:: 3600 YOUNGFIELD ST EXPIRES:: 10/11/2009 u DESCRIPTION: Tenant `Finish on existing NFPA13 sprinkler system CONTACTS owner Wal-mart sub 303/827-2060 Andrew Teebken 09-0052 Freedom Fire Protection, iV PARCEL INFO ZONE 'CODE : UA USE : UA SUBDIVISION: 0699 <BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 3,200.00'4 ' FEES Permit Fee 30.55 ('~2'~'f j;>) Total Valuation .00 **>TOTAL (30.55 date '.lions set forth in your applicationand is subject to the llav,a of the 3 Building Codes of Wheat Ridge, Colorado or anyother applicable ate. Requests for an extension must he received prior cc eX~l Cnticn on of, the Building Official'.. ad fora fee of one-half the amount normally required, provided no flans and specifications and any suspension or abandonment' has not suspension or abandonment exceeds one (1) year,full fee ?shall, le the natural flow of water causing a drainage'r'roblem. ' ity four (24) hours in advance for all insFections ana s.1nall recei'a ng with successive phases of the job:-. 1 Signature of Chief ildgg Official 'date WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 5507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034-0507 303403.5900 • FAX 303-94"350 • WWW.WRFIRE.ORG Freedom Fire Protection March 5, 2009 Luis Rivera 4026 Mulligan Drive Longmont, Colo_ Re: 3600 Youngfield Street- Fire Sprinkler. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. Permits and approved plans shall remain onsite during all phases of construction. 2. All construction vehicles shall keep all Fire Lanes clear at all times "NO EXCEPTIONS". Parking summons will be issued- 3. Fire alarm drawings shall be submitted to the Fire District for approval. 4. A required box for spare sprinklers/ wrench for replacement shall be in the area of the fire pump room. 5. The system shall be tested prior to contact the Fire District for a final acceptance test. 6. A fire extinguisher with a ramimum rating of 2A-40BC shall be within 10 feet of all "HOT WORD OPERATIONS". 7. Any changes to the approved plans shall be submitted to the Fire District. 8. The Fire District permit and the City Building Permit shall be posted at the front of the home during all phases of construction. 9. The Fire District shall be present during all pressure testing and final approval of the system. 10. Any changes to the approved plans shall be. submitted to the Fire District for approval. Any questions or to schedule the rough-in, contact me at the Fire District. Revi . e~dby~~ Dougla fJSiV Fire Marshal I001A Noilaa oud said KoaHaId 0L0ZLZ890C Xvd 9Z:TZ 6002/CT/b0 211 N. Record Street, Suite 222 Dallas, Texas, 75202 Telephone 214/749 -0626 Fax 214/748 -0656 LL 1 1 "f Vr 1 1 1 M" DATE: 1/28/09 1 JOB: 0802010 RE: #1208 Wheat Ridge, CO 2008 Wal -Mart General Remodel TO: The City of Wheat Ridge Building Department Attn: Meredith 7500 West 29 Avenue Wheat Ridge, CO 80033 303 - 235 -2855 COPIES DATE NO. DESCRIPTION 3 Sets Revised Construction Drawings — Addendum #2 1 Narrative of Changes — Addendum #2 WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑ PRINTS ❑ SPECIFICATIONS El DISK/ELECTRONIC FILE THESE ARE TRANSMITTED: ❑ FOR YOUR USE ❑ FOR REVIEW & COMMENT ❑ AS REQUESTED ❑ FOR APPROVAL ❑ FOR ACTION AS NOTED ❑ AS REQUESTED BY: Please see the attachments for your review and approval for the above referenced project. Please note that We have also submitted plans to the Building Department for review. If you need anything else, please Feel free to contact me as soon as possible. Thank vou! Missy Doherty, Project Administrator (214) 290 -7061 IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED Trevor T. Holcomb WAL -MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 This Addendum forms a part of the Contract Documents and modifies the original Documents, dated September 4, 2008. SUMMARY: Revised plans per owner comments This Addendum consists of Pages 1 through 7 of this Narrative, Spec Sections 00001, 00007, 00010, 01330, 01458, 01640, 01740, 01742, 02023, 02821, 04060, 04210, 04220, 05400, 05500, 06400, 06620, 07240, 08710, 09250, 09900, 10260, 13810, 13900 and 16265, Drawing Sheets C1, SP1, D1, Al, A1.1, A1.2, A2, A2.1, A3, A5, A5.1, A6, A7, A8, A9, GC1, S1, S2, S3, FP1, MP1, M1, P1, P2, E1, E1.1, E2, E2.2, E2.3, E2.4, E4.1, EPL1, and EM1all dated January 9, 2009. SPECIFICATIONS SECTION 00001 PROJECT TITLE PAGE • Section revised to include Addendum #2 and date. ARCS` JAN 2 2, 2009 SECTION 00007 - SEALS PAGE • Section revised to include Structural Engineer of Record and Fire Protection Professional of Record. SECTION 00010 - TABLE OF CONTENTS • Section revised to include Section 01742 Construction /Demolition Waste Management and Disposal, Section 04060 Masonry Mortar, Section 04210 Clay Masonry Units, Section 04220 Concrete Masonry Units, Section 05400 Cold Formed Metal Framing, Section 06620 Solid Surfacing, Section 07240 Exterior Insulation and Finish System, Section 13810 Energy Management System (EMS), Section 13900 Fire Suppression, and Section 16265 Static Uninterruptible Power Supply. SECTION 01330 - SUBMITTAL PROCEDURES • Revised Fire Protection contact to Telgian, Inca SECTION 01458 - TESTING LABORATORY SERVICES • Revised 3.1, B to include Division 4 Masonry. • Revised ITL Testing and Inspection Program Summary Schedule to include Section 04060 Masonry Mortar and Section 04220 Concrete Masonry Units. SECTION 01640 - OWNER FURNISHED PRODUCTS • Revised Products Furnished By Others Schedule as shown. SECTION 01740 -CLEANING • Revised 1.1 to add Related Section 01742 Construction /Demolition Waste Management and Disposal. • Revised 3.3 Trash Removal as shown. SECTION 01742 - CONSTRUCTION /DEMOLITION WASTE MANAGEMENT AND DISPOSAL • Section added in its entirety. SECTION 02023 - SELECTIVE SITE DEMOLITION • Revised 1.1, B. to add Related Section 01742 Construction /Demolition Waste Management and Disposal. • Revised 3.4 Disposal of Demolished Materials as shown. SECTION 02821 - CHAIN LINK FENCES AND GATES • Revised 2.3, F. Plastic Screening Slats as shown. SECTION 04060 - MASONRY MORTAR • Section added in its entirety. WAL -MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO 2 PROJECT NO. 0802010 SECTION 04210 — CLAY MASONRY UNITS • Section added in its entirety. SECTION 04220 — CONCRETE MASONRY UNITS • Section added in its entirety. SECTION 05400 — COLD FORMED METAL FRAMING • Section added in its entirety. SECTION 05500 — METAL FABRICATIONS • Revised 3.4 Schedule as shown. SECTION 06400 — ARCHITECTURAL WOODWORK • Revised 2.1, A. as shown. • Revised 2.1 to include C. Thermoplastic 3D Laminate as shown. • Revised 2.1 D. to include new plastic laminate colors, PL -3, PL -8, PL -9, PL -11, PL -12 as shown. SECTION 06620 — SOLID SURFACING • Section added in its entirety. SECTION 07240 — EXTERIOR INSULATION AND FINISH SYSTEM • Section added in its entirety. SECTION 08710 — DOOR HARDWARE • Revised 2.6 B, C -1 as shown. • Revised 2.12, B, M -15 as shown. • Revised 3.4 Hardware Schedule Set 6 as shown. • Revised 3.4 Hardware Schedule to include Set 78, Door 109A Equipment Room as shown. SECTION 09250 — GYPSUM BOARD • Revised entire section as shown. SECTION 09900 — PAINTS AND COATINGS • Revised 3.9 Paint Color Schedule as shown. SECTION 10260 —WALL AND CORNER GUARDS • Revised entire section as shown. SECTION 13810 —ENERGY MANAGEMENT SYSTEM (EMS) • Section added in its entirety. SECTION 13900 — FIRE SUPPRESSION • Section added in its entirety. SECTION 16265 — STATIC UNINTERRUPTIBLE POWER SUPPLY • Section added in its entirety. 2 WAL -MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 ARCHITECTURAL SHEET C1 — COVER SHEET DRAWING INDEX • Add structural drawings S1 FOUNDATION PLAN,DETAILS, AND NOTES; S2 ROOF FRAMING PLAN AND DETAILS; S3 FOUNDATION AND FRAMING DETAILS. • Add fire protection drawing FP1 FIRE SPRINKLER SITE AND REMODEL PLAN. • Add electrical drawing EM1 ENERGY MANAGEMENT PLAN. EGRESS CALCULATIONS • Revise Sales floor egress calculations as shown. GENERALNOTES • Revise note 6 as shown. CONSULTANT INFORMATION • Add Fire Protection consultant information. • Add Structural consultant information. SHEET SP1 — SITE PLAN PLAN 1 —SITE PLAN • Removed center vestibule doors and showed infill area. DETAIL 15 — FOOTING SECTION AT COURTESY DESK • Add detail in its entirety. SHEET D1 — DEMOLITION PLAN PLAN 1 — DEMOLITION FLOOR PLAN • Show demolition of center vestibule doors. • Show partial demolition of Subway tenant walls and equipment. • Show demolition of courtesy desk, cash office, counting room, and returns area. • Revise note to remove counter tops at site -to- store. • Show smokers breakroom to be removed. DETAIL 3 — DUST WALL SECTION • Add detail in its entirety. SHEET Al — FLOOR PLAN PLAN 1 - FLOOR PLAN • Show new Courtesy desk, Cash office, Count room, Returns area, Equipment room, and Ice maker alcove layout. • Relocate photo lab. • Revise Site -to -store layout as shown. • Relocate stockroom doors. SHEET NOTES • Add sheet notes 8,9,10 and 11 as shown. SHEET A1.1 —FLOOR FINISH PLAN FINISH KEY • Revise VCT the at new courtesy desk layout. • Add reference markers at new stockroom doors as shown. SHEET A1.2 — INTERIOR FINISH PLAN AND DETAILS PLAN 1 — INTERIOR FINISH PLAN • Revise finishes as shown. • Show relocated Photo lab and stockroom doors. rWAL -MART SUPERCENTER NO. 1208 JANUARY 09 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO 2 j PROJECT NO. 0802010 SHEET A2 — EXTERIOR ELEVATIONS ALL ELEVATIONS • Show new infill at center vestibule. • Revise exterior colors and signage. COLORLEGEND • Revise colors as shown. SHEET A2.1 — SIGNAGE DETAIL 1 — 5' -6" WALMART SIGNAGE • Revise detail in its entirety. NEW SIGNAGE SCHEDULE • Revise color and size of signage as shown. GENERAL NOTES • Revise notes as shown. SHEET A3 — SECTIONS AND DETAILS DETAIL 14 —CMU WALL STANDARD MOUNTING • Revise detail to show base deck. SHEET A5 — VESTIBULE PLANS AND DETAILS PLAN 1 — VESTIBULE PLAN • Show new courtesy desk, ice maker alcove, cash room, and count room layout. • Remove keynote 10.56 from 115 Vestibule • Add notes to remove FRP from Cart Storage and Drying as shown PLAN 2 — COURTESY DESK PLAN • Revise plan in its entirety. PLAN 2A— COURTESY DESK DEMOLITION PLAN • Add plan in its entirety. DETAIL 6 — FRONT WALL HEADER SECTION AT COURTESY DESK • Add detail in its entirety. DETAIL 7 — FRONT WALL HEADER SECTION AT COUNTING • Add detail in its entirety. DETAIL 8 — FRONT WALL HEADER SECTION AT TENANT • Add detail in its entirety. DETAIL 9 — BULKHEAD SECTION • Add detail in its entirety. DETAIL 10 - RETURNS SECTION • Add detail in its entirety. DETAIL 11 — COURTESY DESK ELEVATION • Add detail in its entirety. EQUIPMENT LEGEND • Add legend in its entirety. KEYNOTES • Revise keynote 9.37 as shown_ WAL -MART SUPERCENTER NO. 1208 JANUARY 09 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 SHEET A5.1 — OFFICE PLANS PLAN 1 — BACK OFFICE PLAN • Show new Site -to -Store layout. • Remove keynotes 10.63 and 10.65. • Show relocated stockroom door 161 D. • Add infill notes as shown. • Remove 152 Breakroom and cased opening 152A PLAN 2 — STOCKROOM PLAN • Show relocated stockroom door 180A. • Add infill note as shown. KEYNOTES • Remove keynotes 10.63 and 10.65. SHEET A6 — PARTITION TYPES AND WALL DETAILS PARTION TYPES • Add partition types A, C, D, and G. DETAIL 14 — CASH ROOM SECTION • Add detail in its entirety. DETAIL 15 —CASH ROOM CEILING DETAIL • Add detail in its entirety. DETAIL 16 —WALL SECTION • Add detail in its entirety. SHEET A7 — ROOM FINISH SCHEDULE PLAN 1 — ROOM FINISH SCHEDULE • Revise finishes at rooms 100,102,103,104,105, 106, 107,108, 113, 114, 116, 117, 118, 151 172, 173, 175, and 402 as shown. • Remove 152 Breakroom. • Add rooms 109 equipment and 131 Ice Maker Alcove as shown. SCHEDULE NOTES • Add note 70 as shown. FINISH KEY • Revise finish key to include new paint colors. SHEET A8 — DOOR SCHEDULE PLAN 1 — DOOR SCHEDULE • Revise doors 107A, 108B, 151 B, and 701A as shown. • Revise door 180A to be 9' -0" H. • Add door 109A Equipment as shown. • Remove cased opening 152A SHEET A9 — CASEWORK DETAILS DETAIL 1 — BASE CABINET SECTION • Revise detail as shown. DETAIL 2 — COUNTER SECTION • Revise detail as shown. DETAIL 4B — BREAKROOM SINK SECTION • Add clearance dimension as shown. DETAIL 5 — NOT USED • Remove detail in its entirety. DETAIL 6 — MANAGER'S WORK STATION ELEVATION • Remove section marker. DETAIL 8 — SOFTLINE /DIRECTS DESK SECTION • Revise detail as shown. 163, 164, 9 WAL -MART SUPERCENTER NO. 1208 JANUARY 09,2 09 PROJECT: WHEAT RIDGE CO ADDENDUM NO. 2 PROJECT NO. 0802010 DETAIL 9 — CLAIMS COUNTER SECTION • Revise detail as shown. DETAIL 11 — BASE CABINET SECTION Revise detail as shown. DETAIL 12 — COUNTER SECTION • Revise detail as shown. DETAIL 13 — MOUNTING DETAIL • Revise detail as shown. DETAIL 14 — BASE CABINET SECTION Add detail in its entirety. DETAIL 15 — BASE CABINET SECTION • Add detail in its entirety. SHEET GC1 — GARDEN CENTER PLAN AND DETAILS PLAN 1 — GARDEN CENTER PLAN • Add note to replace shade cloth. STRUCTURAL SHEET S1 FOUNDATION PLAN,DETAILS, AND NOTES • Added S1 sheet to set. SHEET S2 ROOF FRAMING PLAN AND DETAILS • Added S2 sheet to set. SHEET S3 FOUNDATION AND FRAMING DETAILS • Added S3 sheet to set. SHEET FP1— FIRE SPRINKLER SITE AND REMODEL PLAN • Added FP sheet to set. MECHANICAL SHEET MP1 — OVERALL FLOOR PLAN MECHANICAL AND PLUMBING • Revised drawing to add new ice maker alcove, remove center vestibule and add new cash office, counting room and customer service area, modify site -to -store layout. Refer to clouded changes on Sheet MP1. SHEET M1 — PARTIAL MECHANICAL PLANS • Revised drawing to remove center vestibule and add new cash office, counting room and customer service area, modify site -to -store layout. Refer to clouded changes on Sheet M1. SHEET P1 — PARTIAL PLUMBING PLANS Revised drawing to add new ice maker alcove. Refer to clouded changes on Sheet P1. SHEET P2 — PLUMBING DETAILS • Added new vent through roof detail. Refer to clouded changes on Sheet P2 R WAL -MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 ELECTRICAL SHEET E1 — OVERALL FLOOR PLAN LIGHTING • Revised drawing to include new courtesy /cash areas. Refer to clouded changes on Sheet E1. SHEET E1.1 — ENLARGED LIGHTING PLANS • Revised drawings to include new lighting for courtesy /cash room areas, site -to -store layout and demo plan for lighting to be removed. Added emergency lights in associates restroom and front electrical closet. Refer to clouded changes on Sheet E1.1. SHEET E2 — POWER PLAN • Revised drawing to include new lighting for courtesy /case room areas, site -to- store, added new Ethernet switch rack in electrical room. Refer to clouded changes on Sheet E2. SHEET E2.2 — ENLARGED POWER PLANS • Revised UPS circuit numbers to new Panel "LU3" at new checkout power plan. Refer to clouded changes on Sheet E2.2. SHEET E2.3 — UPS AND ETHERNET PLANS • Added new front UPS riser with new UPS and Panel "11-13 ", revised Ethernet switch rack locations and circuit numbers. Refer to clouded changes on Sheet E2.3. SHEET E2.4 — ENLARGED POWER PLANS Revised drawings to include new power for courtesy /cash room areas, icemaker alcove, site -to -store layout, and demo plan for power to be removed. Revised key notes. Refer to clouded changes on Sheet E2.4. SHEET E4.1 — ELECTRICAL SCHEDULES • Revised Panel "LC' schedule for new power requirements. Added new panel schedule "LU3" and light fixtures "10" and "RE" to light fixture schedule. Refer to clouded changes on Sheet E4.1. SHEET EPL1 — PHOTO LAB ELECTRICAL PLAN • Revised drawing per modified location of new photo lab. Refer to clouded changes on Sheet EPL1. SHEET EM1 — ENERGY MANAGEMENT PLAN • Added new sheet for relocation of (3) RTU sensors and new EMS master controller. Refer to clouded changes on Sheet EM1. END OF ADDENDUM NO. 2 BY: TREVOR TYSON HOLCOMB ARCHITECT WAL -MART SUPERCENTER NO. 1208 JANUARY 23, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 3 PROJECT NO. 0802010 This Addendum forms a part of the Contract Documents and modifies the original Documents, dated September 4, 2008. SUMMARY: • Revised drawing index This Addendum consists of Pages 1 of this Narrative and Drawing Sheet C1 all dated January 9, 2009. ARCHITECTURAL SHEET C1 —COVER SHEET DRAWING INDEX • Remove S2 ROOF FRAMING PLAN AND DETAILS and S3 FOUNDATION AND FRAMING DETAILS. END OF ADDENDUM NO. 3 BY: TREVOR TYSON HOLCOMB ARCHITECT 6 � 'oE ® REVOR MON O HOLCOMB � 325 C1 ARGN JAN 2 7 2009 1 I - Wheat Ridge 'Flre':P'rot4;ction District t ; P.O. Sou 507.3880 Upham Street • Wheat Ridge, Colorado 80034-0507 03-403-5900 • 303-940-0350 Fax • www.wrlire.org ps, lication Date; / of Peflrolt No: Contractor Information Site Information Name: i' ~ ~ r. ~ +r' ' I' 1 dress: Agent, 'Address' Business: Contact' . Phone: Phone: . I attest the above Information to he accurate. 1 have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the property of the Wheat' Ridge Fire Protection District and is issued subject to conditions contained herein. Upon any failure or any condition including failure of clearance of any parmit payment this permit Is subject to immediate revocation and the permit must be returned - upon demand to a representative. of the Wheat Ridge Fire Protection,pistrict ..M is *gnature of Applicant; NOTICE: If construction is started prior to the issuance of a permit, THRE the normal fee will be assessed. INSPECTION BY FIRE PROTECTION DISTRICT REQUIRED? i' ES D NO Post this permit in a conspicuous place. Request required Inspections a mini . of three days in advance at 303-403-5902. TYPE OF PERMIT FORMULA see fee schedule sheet FEES Tank Inspection No. of Tanks= Review Alarm System S stem Value= Review Sprinkler System Plans System Value L~ Review Misc. System Plans System Value= Review Building Plans Valuation= Special Handling or Use Plans Valuation= Miscellaneous Inspection Fees No, of Misc. Inspections= HOT WORK PERMIT No. 'of Occuerences= Demolition Permit No, of Occurrences= Expedited Plan Reviews Valuation= t _ . r-a...c:. TOTAL FEES DUE c~' C' V IULMI o'Uy. MIIGI~INp ❑ New D Partial ❑ Other: Date Paid Amt: Paid Method ✓1','•: Initials i a L.. fnl N ,r f N M P O fA Field inspections and Dates: Hydrostatic Tests and Dates: Comments: :FIREROOTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. D APPROVALASS MITTED E;. eONDITIO!NACCY PROV /C,~r nts.) BY ' •°~G TITLE DATE 'TYPE 'OFPERMIT . FORMULA see fee: schedule sheet) FEES Site Assessment Re-Submittal No, of Sites Plan Revision Re-Ins ect No, of Hours After Hours Inspection 2 Hours + No. of Hours A wr~ssr~•iw r TOTAL FEES DUE ROUGH'IN . BY FINAL TITLE '-1 M a' 1. a 171. Date Paid Amt. Paid. ..Method Initials DATE M N 600 ~r t,a City of Wheat Ridge Building Division MY 1 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Property. Address: 3600 YOUNGSFIELD ST Date: ~C Plan A Permit C) Property Owner (please print): WAL-AIART Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: FREEDOAI FIRE PROTECTION LLC Contractor License Phone: 303.827.2060 Sub Contractors; Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): RETAIL construction Value: $ 3,200 Description of work: (as calculated per the Building Valuation Data sheet) TENANT FINISH ON EXISTING NFPA 13 Plan Review (due at time of submittal): $ SPRINKLER SYTEAI Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) NTRACT or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAME: SIGNATURE: _,_-_-2 Date: 3'r6~69 DEPARTMENT:USE ONLY ~R~~DO ;1 '1,' 1 COMPLETE FIRE SPRINKLER SYSTEMS FROMDESIGN CONSULTATION THROUGH FINISHED INSTALLATION FINIFROTICrioN«c LETTER OF TRANSMITTAL TO: WHEAT RIDGE BUILDING DEPT. 7500 W. 29TH AVE WHEAT RIDGE ATTN: PLAN REVIEW DATE: 3/16/2009 JOB: WAL-MART #1208 ADDRESS: 3600 YOUNGSFIELD ST WHEAT RIDGE, CO QTY: DESCRIPTION 2 FIRE SPINKLER DRAWINGS 2 SET OF PRODUCT DATA 1 BUILDING PERMIT APPLICATION X FOR APPROVAL X FOR YOUR FILES X FOR YOUR USE X FOR YOUR INFO. PLEASE RETURN 1 COPIES TO THIS OFFICE REMARKS: PLEASE CALL IF YOU HAVE ANY QUESTIONS OR CONCERNS. COPIES TO: JOB FILE: FT9012 PREPARED BY: 4026 MULLIGAN DRIVE • LONGMONT, CO 80504 w .freedomfireproxom • FAX (303) 827-2070 • (303) 827-2060 Series TY-FRB - 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-Factor, Horizontal and Vertical Sidewall Sprin- klers described in this data sheet are quick response - standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occupan- cies such as banks, hotels, shopping malls, etc. They are designed for in- stallation along a wall or the side of a beam and just beneath a smooth ceil- ing. Sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations where piping across the ceiling is not desir- able. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 112 inch (12,7 mm) of recessed adjustment or up to 3/4inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Es- cutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjust- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause ment provided by the Recessed Es- cutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any otherauthorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3331 - Horizontal TY3431 - Vertical Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete ap- proval information including corrosion resistant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K = 5.6 GPM/psi1/2 (80,6 LPM/bars/2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A. :Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Page 1 of 6 APRIL, 2006 TFP176 Page 2 of 6 TFP176 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB NATURAL CHROME WHITE««« LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1 2 3 4 9 1 ° ° , , , , 0 1 1, 2, 3, 9 1, 2, 3, 9 (TY3331) 175 F/79 C Yellow 200°F/93°C Green 5.6 1/2" 1/2 286°F/141°C Blue NPT RECESSED 135°F/57°C Orange HORIZ 155°F/68°C Red SIDEWALL 1 2 4 ° ° , , 9, 10 1 1, 2, 9 N/A (TY3331)" 175 Ff79 C Yellow Figure 3 200°F/93°C Green RECESSED 135°F/57°C Orange HORIZ: 155°F/68°C Red SIDEWALL 1 2 3 9 (TY3331)«« 175°F/79°C Yellow , , , 4, WA Figure 4 200°F/93°C Green VERTICAL 135°F/57°C Orange SIDEWALL ° ° 5 6 (TY~1) 155 F/66 C Red 5 6 7 8 . ° ° , , , , 9 5, 6, 7, 9 1/2" Installed 175 F/79 C Yellow NPT Pendent or 200°F/93°C Green Upright 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewali sprinklers. 5. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007x/04) as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewali sprinklers. 11. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. « Installed with Style 10 (1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame Bronze Button Brass/Copper Sealing Assembly Beryllium Nickel w/Teflont :Bulb Glass Compression Screw . Bronze HSW Deflector Bronze VSW Deflector Copper Patents U.S.A. 5,810,263 Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. TFP176 Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER - COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) OR 175 PSI (12,1 BAR) 175 PSI (12 1 BAR) 5.6 RECESSED HORIZ. , 112" SIDEWALL(TY3331) (SEE NOTE I) NIA NPT VERTICAL SIDEWALL (TY3431) 175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE Design Criteria The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers are in- tended for fire protection systems de- signed in accordance with the stand- ard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the re- quirements of NFPA 13, and FM Ap- proval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon, as applicable, is to be used for recessed horizontal installations. " Temperature rating is DEFLECTI indicated on deflector or HAT adjacent to orifice seat on frame. " Pipe thread connections per ISO 711 can be provided on special request. 9116" 4,3 mm) 4 2 3 t WRENCH 112",s FLATS NPT 1.13116" 7/16" (46,0 mm) (11,1 mm) CENTERLINE NOMINAL OF SPRINKLER MAKE-IN WATERWAY 1112" (38,1 mm) 2-3116" (55,6 mm) 1-Frame STYLE 2 - Button ESCUTCHEON 3-Sealing 10 or 20 - PLATE SEATING Assembly RECESSED SURFACE 4-Bulb ESCUTCHEON 5 - Compression Screw 6 - Deflector 2-718" DIA. (73,0 mm) FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Page 4 of 6 Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinklerif the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameterofthe air bubble is approximately 1116 inch (1,6 mm) for the 135°F/57°C to 3132 inch (2,4 mm) for the 286°F/141 "C temperature ratings. Aleak tight 112 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ftlbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. Its. (28,5 Alm) of torque may be used to install sprinklers with 112NPTconnections. Higherlevelsof torque may distort the sprinkler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- clent adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the backwall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series TY-FRB Recessed Hori- zontal Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step A. Recessed horizontal sidewall :sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. TFP176 ARROW MUST POINT AWAY 7116" FROM AND BE O ESCUTCHEON (11,1 mm) PERPENDICULAR PLATE SEATING 1/2"** NOMINAL TO THE BACK SURFACE NPT MAKE-IN WALL SURFACE *6 5 2-3/16" 2-3116" (55,6 mm) (55,6 mm) 4 1-A") RENCH 2 (38,FLATS 7 3 t S HOWN SHOWN CROSS PENDENT UPRIGHT SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector 2-Button Assembly 5-Compression 7-Election Spring Screw * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10 or 20 Clo- sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling Care and Maintenance The Series TY-BFR Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the eventofa fire orinadvertentopera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion TFP176 MOUNTING SURFACE (15,916,4 mm) FACE OF SPRINKLER FITTING CLOSURE SERIES TY-FRB MOUNTING PLATE Y 2-7/8" DIA. (73,0 mm) 2-1/4"DIA. (57,2 mm) 1/8" 1-1/4"(31,8 mm) (3,2 mm) 3/4"(19.1 mm) 3/4"(19,11 mm) 1/4" (6,4 mm) FIGURE 3 SERIES Ty-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 314 /NCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON MOUNTING SURFACE (12,713,2 mm) FACE OF SPRINKLER FITTING CLOSURE SERIES TY-FRB MOUNTING PLATE I- 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 1/8" 1/4" (31,8 mm) (3,2 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Page 5 of 6 WRENCH RECESS (END "A" USED FOR 11Y NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH must be replaced Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twisUslippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the Page 6 of 6 P/N 57 - XXX - .X - XXX I MOD USIN 378 HORIZONTAL SIDEWALL TY3331 375 VERTICAL SIDEWALL TY3431 SPRINKLER 1 1 NATURALBRASS TFP176 RATING 135 135°F/57°C 4 WHITE 155 155°F/68°C 3 WHITE RAL9010)* 175 175°F/79°C 9 1 CHROME PLATED 1 7 1 LEAD COATED I 200 1 286 1 286°F/141°C I TABLE C ' Eastem Hemisphere sales only. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or Mac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Horizontal Sidewall or Vertical Sidewall) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (10 or 20) Recessed Escutcheon with (specify*) finish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 D.I. THREADED FITTINGS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Ductile iron threaded fittings are UL, ULC listed and factory mutual approved for 500 psi service. Ductile iron perASTM A 536 grade 6545-12. Dimensions conform to ANSI 816.3 class 150. Threads are NPT perANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fi0ingd should be tightened theme turns beyond hand tight, but no more than four turns. DUCTIL NOMINAL SIZE (INCH) E IRON ITBN CODE # • 1 DEG MAX. WORIONG P.S.I. . ELBOW WEIGHT EACH PIECE 1 DB90033 500 j 0.62- 1114 DB90044 500 0.90 11/2 DB90055 500 .1.20 2 DB90066 500 12.25 1.85 DUCTI NOMINAL LE IRON REM 45 DEG MAX. . ELBOW HT SIZE (INCH) CODE # WORONG P.S.I. H E 1 2645033 500 0 1114 2845044 500 3 1112 DB45055 500 2 2 DB45066 500 1.50 0 DUCTI NOMINAL SIZE (INCH) LE [RO ITEM CODE # N STRAI MAX. WORIONG P.S.I. GHT TEE DIMENSIONS A B WEIGHT EACH PIECE 1 DT333 500 1.50 1.50 0.85 1114 DT444 500 1.75 1.75 1.22 1112 DT555 500 1.94 1.94 1.55 2 DT666 500 2.25 2.25 2A5 r-- a°~rt IN DUCTIL NOMINAL E IRON ITEM RED. C MAX. OUPLIN DIMENSION G WEIGHT SIZE (INCH) CODE # WORIONG P. .1. A EACH PIECE 1X112 DRC031 500 1.69 0.39 1X314 DRC032 500 1.69 0.53 Page 21 RA D.I. THREADED FITTINGS yE U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 DUCTI NOMINAL LE IRO ITEM N BUSHING S SIZE (INCH) CODE # nLE SWLE EACH 1x1/2 DSUSH31 & OUT 0.22 1x3/4 DBUSH32 UT 0.17 11/4x1 DBUSH43 UT 0.28 1 1/2x1 DBUSHW OUT OA4 1 112x1 1/4 DBUSH54 0.83 0.31 2.00 OUT 0.30 2x1 DBUSH63 0.88 0,41 1.95 IN 0.66 2x11/4 DBUSH64 0.88 0.34 2.48 OUT 0.72 2x11/2 DBUSH65 0.88 0.34 2.46 OUT 0.61 DUCTILE [RO NOMINAL N REDU ITEM CING TE MAX. E DIM ENSIONS WEIGHT SIZE (INCH) CODE # WORFING P.S.I. A B - C EACH PIECE 5 7 1.37 1.45 UJ4 5 .5 - fRIXTT[f 1 114=1112 01333 4Q31 Wu 5 -TF6- 1 34 1 26 1 53 --UM- - . . . 1114XlXr 433 1 1.5a - T.3W- -T.97- -TN- 75 1Tf4XTTr4XT/f 01441 1.34 1.34 .53 . 0.86 1 1 - - 50 1.58 1.58 .67 TTr4XTTf2IX`l f7F 500 1 1.88 1.88 --f.87- --T.T6-- 4 500 23-0- 2 7 500 .5 3 .75 114 I)T534 500 1.82 .67 .3 1 4X7 2 54 ill 1.34 1.66 5 1A* , 1.75 1.15 1 7 7 5 5 -T76-5- 1.58 .80 1.25 1 1 D 500 i, 5 1 i DT 553 500 1.65 1. .30 1 112X1 112)(2 556 1 500 2.16 2.16 .0 2XIAZ LFF535 I be 2.25 2.02 2.25 M 1/4X2 - UFI-545 50 2.25 2.10 2.25 2.30 2xrfNrf/F OT651 51111 1.49 1.41 1.33 1.50 5 .6 --0a-f1fKTTT4-- 654 500 1 1 90 IWf- 2 10 _M151772ri-fir- --uruw- . . 2.00 2XII 112X2 ---W- 25 5 7 -T.V(F- 1.90 2.10 2M DT667 5 DUCTIL NOMINAL E IRON ITEM CROSS MAX. DIMEN SIONS WEIGHT SIZE (INCH) CODE # WORKING P.S.I A B EACH PIECE 1 DX033 500 1.50 1.50 0.98 11/4 DX044 500 1.75 1.75 1.50 11/2 DX055 500 1.94 1.94 1.90 2 DX066 500 2.25 2.25 2.95 11/4X1 13 500 1.56 1.67 1.27 11/2X1 DX053 500 1.65 780 7.48 2X1 DX063 500 1.73 2.02 2.10 Page 22 I A I I - ~ W1 Model #300 Maybe mounted in either position. Domestic Beam Clamp Universal/Reversible (Double Rod Hole) ; Model #3001 "Import Beam Clamp O. TOP BOTTOM APPLICATION: Structural attachment (with infinite adjustment) to top or bottom of metal beams, purlins, channel or angle iron to support hanger rod. NOTE: Set screw must be tightened onto the sloped side of the 1-Beam, channel or angle iron flange and torqued to 60 inch pounds. Set screw and locknut supplied are hardened steel. Available with a HD finish by special order. For corresponding retainer strap see Models 3000 and 30OR Part No. RS Max Pipe CL D MRI F T Max. Recom. Load (Ibs) Finish* Size Top Bottom 3000037EG 3/8 4 7/16 1-1/8 112 3/8 3/8 500 250 EG 3000037PL 3/8 4 7/16 1-1/8 1/2 3/8 318 500 250 PL 3000050EG 1/2 8 9/16 1-1/16 11/16 1/2 1/2 950 760 EG 3000050PL 1/2 8 9/16 1-1/16 11/16 1/2 12 950 760 PL 3000062EG 5/8 8 9116 1-1/16 11/16 12 1/2 950 760 EG 3000062PL 5/8 8 9/16 1-1116 11/16 12 12 950 760 PL 3000075EG 3/4 8 9/16 1-1/8 13/16 5/8 3/8 950 760 EG 3000075PL 3/4 8 9/16 1-1/8 13/16 5/8 318 950 760 PL 3000087EG 7/8 8 9/16 1-1/8 13/16 518 3/8 950 760 EG 3000087PL 7/8 8 9/16 1-1/8 13/16 5/8 3/8 950 760 PL **30010037EG 3/8 4 7/16 1-1/8 12 3/8 3/8 500 250 EG **30010037PL 318 4 7/16 1-1/8 12 3/8 318 500 250 PL Conforms With: Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 19 & 23), install in accordance with ANSI/MSS-SP-69. Model #305 Steel Top Beam Clamp APPLICATION: For attachment to the top of flange of structural shapes or for use under roof installations with bar joist type construction where the thickness of flange does not exceed 5/8". NOTE: Specify Carbon Steel or Stainless Steel (316). . (p. Part No. RS A B W H BS Max. Recom. Load (lbs.) Finish* 3050037PL 3/8 3/4 31/32 1-13/32 1-21/32 3/8 500 PL 305003756 3/8 3/4 31/32 1-13/32 1-21/32 3/8 500 S6 3050050PL 1/2 3/4 29/32 1-15/32 1-23/32 3/8 1130 PL 305005056 1/2 3/4 29/32 1-15/32 1-23/32 3/8 1130 S6 Conforms With: Manufacturers Standardization Society SP-69 (Type 23). All dimensions are in inches unless otherwise noted. *See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. 4 Phone: 800-333-0852 • Fax: 800-677-5403 17~I~O® www.erico.com Youngstown Tube Company Schedule 30 Schedule 30 Sprinkler Pipe IIEZ-Thread 11 TM Page 1 of 1 Youngstown Tube manufactures EZ-Thread TM (schedule 30) pipe in sizes 1" thrn 2" using only high quality domestic steel. This ensures a uniform superior product for threading, roll grooving, welding or plain end uses. Youngstown Tube's EZ-Thread TM pipe is produced under ASTM A135/A795 Type E, Grade A, NH standards. Every piece is Eddy- Current tested and conforms to internal SPC testing and recording. EZ-Thread TM is manufactured to fighter O.D. tolerances and incorporates lighter gauge steel than standard schedule 40 pipe. This creates a cost effective threadable pipe which has UL CRR (Corrosion Resistance Ratio) value in excess of standard schedule 40 product. Youngstown Tube EZ-Thread TM steel sprinkler pipe is coated with a black enamel coating, continuous color coded blue stencil, and stored indoors ready for immediate shipment. Approvals: UL Listed, CUL Listed, FM Approved Youngstown Tube schedule 30 pipe meets the rigorous testing and certification processes of Underwriters Laboratory and Factory Mutual for steel sprinkler pipe with working pressures of 300 psi or less. It also meets the requirements of NFPA 13 and does not require ANSI B1.20.1 thread gauge warning. "EZ-Thread" TM Schedule 30 * Pipe Pipe Pie Norn I Wei t per Standard Pieces Feet Weight ~ l Size OD ID Wall Footp Length E ded e Per per prThBundle Bundle Bundle 1.295 1.095 .106 1.34 21 =D81 =F-1-.14 1 1.645 1.420 .114 1.86 21 61 1,281 2,382 1.12 1 %z 1.892 1.653 .121 2.28 21 44 924 2,106 1.06 0 2.368 2.116 .127 3.03 21 37 777 2,354 1.11 * EZ-Thread TM pipe can not be cut-grooved. Youngstown Tube Company 401 Andrews Avenue Youngstown, Ohio 44505 1-866-The-Tube www.youngstowntube.com Project: Contractor: Submitted By: Date Submitted: http://www.youngstowntube.com/submit/sch30_page.htnd 2/16/2009 Fig. 2 - Adjustable Band Hanger Size Range - Size 21/2" thru 6" pipe. Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. Fig. 2NFPA accommodates the reduced rod schedule of the National Fire Protection Association Pamphlet 13. Approvals - Factory Mutual Engineering approved. Underwriters Laboratories Listed. Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Finish - Pre-Galvanized Note - Available in Stainless Steel materials. Order By - Figure number, pipe size and material Dimensions • Weights Pipe Max. Rec. Approx. Size Rod Size A B C Load L c Wt /100 21/2 1/2* 53/4 41/4 15/3 600 41 3 1/2* 6 41/8 11/4 600 45 31/2 1/2* 73/e 51/4 21/8 600 52 4 5/8' 72/8 5 15/8 1000 59 5 5/8*. 9 61/8 21/4 1250 97 6 314'* 93/8 61/2 17/8 1250 139 OFNCE7MANUFACTURING FACUnY -1375 SAMPSON AVE. - CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE - 500.786.5266 www.tolce.cem OSUS .M usTEO ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:. f r PP-Z S ".4- - ,?,4..7: L Job Address:o a _n sr Permit Number: C) ll27 ❑ No one available for inspection: Time l®; rs AM/PM Re-Inspection required: Yes No "When corrections have been made, Gaff for re-inspection at 303-234-5933 Date: t/ /dl" Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE 1V Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 414)44 '44 ❑ No one available for Re-Inspection required: Yes When corrections have been made, Date: Inspector: DO NOT REMOV AM/PM at 303-234-5933 NOTICE `~.A 4, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE G$ / 1 7 Inspection Typed Job Address/Permit Number: r, F `r i p~ l I - ❑ No one available for inspection: Time AM/PM k Re-Inspection required:s No When corrections have been made, call for re-inspection at 303-224-5933 Date:. T C'J Inspector: DO NOT REMOVE THIS NOTICE `~.~.41. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE 6a z 7 Inspection Type: / x/n! Job Address/Permit Number: r K cL.A~No one available for inspection: Time g ._e-15 AM/PM Re-Inspection required: es) No t When corrections have been made, call for re-inspection at 303-234-5933. k Date: /1 L2,7 Inspector: DO NOT REMOVE THIS NOTICE p4 wNrgTP City of Wheat Ridge Building Permit Number: m Community Development Deepa~~r'tm~epnt Date: ODCORA~ F9. E~OR BU"MPERWTAPPUCATION Property Owner: Property Address: d(p0O dv- Fl ~ Phone: Contractor License No.: C7a S 4_ Company: wt S~ q s) 60 ! y"'" Ph303 -573--ss~ov OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge ordinances, for work under this pgnnit. Plans subject to field Inspection. (OWNER)(CONTRACTOR): SIGNED C_s lrnnnivvVrnurverrnv\vvarrcn ~s . 'j0a0 Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ Use of Space (description): Description of work: kPkore cCe G ~ t~9 e✓6 ! Nl~ r'i f'ol~. SiSy , Sq. Ft added BUILDING DEPARTMENT USE ONLY COMMENTS: . Approval: Arm'~~ Zoning: G~7 Approval: WORKS COMMENTS: Approval: Approval: SIC: Walls: Roof. . Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pennitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Building Official : C®LLEGEND MEET NOTES i TV r -I- T =M M- I g i a-e A M-Irg A t 2 I s nn, j n i s ` RIGHT ELEVATION I E I 3 I g~g a ° EIIXEVAI~lONS I I ONT ELEVATION yx A2 i s y -DlF Toe- D 0vee~~~s /hsl _he w w x,ZG \ r� P �g- GENERAL NOTES FOR WAL -MART #1208 I. THIS 15 A TENANT FINISH TO THE EXISTING WET PIPE SPRINKLER SYSTEM AT 3600 YOUNGFIELD ST, WHEATRIDGE, CO. CONSISTING OF THE EXISTING WAL -MART #1208. 2. NEW 4 RELOCATED SPRINKLERS TO COMPLY WITH THE WHEATRIDGE FIRE DISTRICT AND NFPA 13 2007. 3. SPRINKLER HEADS DO NOT NEED TO BE LOCATED CENTER OF TILE. 4. NEW SPRINKLERS TO BE TYCO TY =FRB STANDARD COVERAGE SEMI— RECESSED. S. INSTALL PIPE HANGERS PER NFPA .13 q.2.2.1 - 6. SPACING LEGEND: MAXIMUM 130 SQ.FT. (10'X13'), SPRINKLER SPACING FOR OH - 11 AREAS (ENTIRE PROJECT). 7. THREADED ARMOVERS= 1" YOUNGSTOWN EZ- THREAD 30 WITH THREADED FITTINGS. 8. PLAN KEY= . ¢ RELOCATE EXISTING SPRINKLER TO NEW LOCATION FOR ADEQUATE COVERAGE. "P" REMOVE EXISTING SPRINKLER AND PLUG THE OU 1 LET: "E" EXISTING SPRINKLER TO REMAIN: "N" NEW SPRINKLER TO BE ADDED. "NT" INSTALL MECHANICAL TEE FOR NEW OUTLET. q. HEAD KEY: 0 NEW OR RELOCATED STANDARD COVERAGE TYCO, TY -FRB SEMI -- RECESSED SPRINKLER. -- -- 10. ARROWS INDICATE GENERAL DIRECTION OF ARMOVERS TO RELOCATED SPRINKLERS FROM - -- EXISTING LOCATION: 11. EXISTING PIPE SHOWN AS A DASHED LINE. NEW PIPE SHOWN AS A SOLID BLACK LINE WITH PIPE SIZE AND CUT LENGTHS; I Yin 11. ALL CEILING ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO RELOCATING SPRINKLERS. 12. NUMBER OF RELOCATED SPRINKLERS= 10 NUMBER OF ADDED SPRINKLER5 7 DER SUPPLY INFORM MQR DESIGN STATIC: 85.0 PSI DESIGN RESIDUAL= 55.0 PSI @ 1537 GPM INFORMATION DERIVED FROM A, WATER REPORT \�\ SUPPLIED BY TELGIAN, INC. ON 07- 07 -08. EFFECTIVE POINT OF WATER SUPPLY INFORMATION I5: STATIC HYDRANT DATE OF TEST= 06 -26 -08 @ 2 =00 PM E I FLOW TEST ELEVATION: 5504.00' At d0 Y _ � BUILDING PAD ELEVATION: 5504.00' AMSL N * 5.0 PSI SAFETY FACTOR FOR WAL —MART � STANDARDS. lo 4' WATER SUPPLY TO BE USED FOR FIRE SPRINKLER Q DESIGN AT EFFECTIVE POINT: J STATIC- 80.0 PSI 3 )� 0� RESIDUAL= 50.0 PSI @ 1537 GPM 0- 4 1 2ti LL 51. 10" 11 I Y411 lo L___j �1 i _ n_ - - - - - - - -- --�� — —_ y WAL= -MART #1208 T ENANT FINISH FIRE SPRINKLER LAYOU _ 3 _ C Beam TOP SEAP1 14AM203 I" THRU 4" PIPE 1 3/8 ALL- THREAD 1 114" 1 1/2" 1" '4" . SWIVEL RING. 2 1/2" 3 . TOP BEAM CLAMP an SIZE (IN.) PANDER SPACING LEGEND PER N 13. TABLE q.2..2.1 NO: iINAL PIPE 31411 In 1 114" 1 1/2" 2 2 1/2" 3" 411 an SIZE (IN.) STEEL PIPE (NOT TI-IFEADED L /W) N/A 12 -0 12 -0 15 -0 15 -0 15--0 15 -0 15--0 15 -0 15 -0 THF:.EADED L/W N/A 12 -0 12 -0 12 -0 12 -0 12 -0 N/A N/A N/A N/A COPPER 8 -0 8 -0 10 -0 10 -0 12 -0 12 -0 12 -0 15 -0 15 -0 15 -0 GPVC 5 -6 6 -0 6 -6 7 -0 8 -0 q -0 10 -0 N/A N/A N/A INSPECTION PROJECT SUMMARY AUTHORIT SPRINKLER SYMBOL LEGEND ORIT WHEATRIDGE FIRE DISTRICT M A ;�._, WA I I 06 SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP AC T TOT. 3880 UPHAM WHEATilipGE, CO, 80034 +,;',` w' — AL ! t��: F SQUARE FOOTAGE PER FLOOR SPRINKLERS PER FLOOR M. SPRINKLERS BY TYPE arr. , ; + , ,_ ; ��, :. 3600 YOUN ELD ST WNEATRI DGE CO TENANT PINI514 1,082 TENANT FINISH 17 TYCO TY -FRB; PEND,5.6tC,1 /2',155'F,WHT 17 REVIS 1/2" SEMI TYCO WHITE ? Y-FR B 155•F 5 17 _ _ TENANT FINISH FIRE SPRINKLER PLAN. DATE DESCRIPTION TOTAL SO FT 1 TOTAL SPRINKLERS 17 BY ANIPAffiltriverAlAffir li FREEDOM FIRE PROTECTION LLC V1.20 _ n n 4026 MULLIGAN DRIVE LONGMONT 0504 INSTALLING CONFIDENCE _ r r CO , r SCALE= PHONE 303.827.2060 FAX 303.827.2070 _ GENERAL CONTRACTOR MISCELLANEOUS SPECIALTIES JOB STATE LICENSE# Oq 801 F 12 NAME= MARK YOUNG CONSTRUCTION COMPLETE FIRE SPRINKLER, SYSTEMS CHECKED BY = P. MORISON NICET LEVEL 111= lOg3g8 DRAWN BY, ADDRESS= 7200 MILLER PLACE r FREDICK CO = IMPORTANT "- FROM DESIGN CONSULTATION FILE NUMBER= FT9012 L.A. RIVERA of OWNER To PROVIDE SUFFICIENT TOTAL SPRINKLERS SHOWN ON THIS PROJECT' 17 SWEE # IT IS THE RE T SUPERiNTENDENTl JOB PHONE= 303 .776.1449 THROUGH FINISHED INSTALLATION 5�,.- HEATING TO PREVENT WATER IN PIPING FROM FREEZING. FP / 1 .00 o w"a^T City of Wheat Midge Building Division Date: @ ' d ~t " c 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857, Plan Inspection Line: 303-234-5933 ocoRr Permit Building Permit Application Property Address: 3600 'Youngfield St. Property Owner (please print):U.S. Retail Partners, LLC Phone: N/A Mailing Address: (if different than property address) Address: Tamarac Plaza Two, 7535 E. Hampden Avenue, Suite 650 City, State, Zip: Denver, CO 80231 i contractor. TBD Contractor License fl_ Phone Sub Contractors: TBD Electrical" City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Mercantile .Construction Value; s+ Description of works (esfcalmlated perthe.Building Vatuation Data sheet) t 1. ~ L'rJ~ Plan: ReAew(dae at time ofsubmitfa#: l~ ~7fY.~d'/l1 ~'P la. arm Sq. Ft./LFt added: N/A squares N/A... BTUs NSA Gallons. N/A Amps N/A OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING. AND AGREEMENT I hereby certify that the setback distances proposed by this penntapplication!are accurate; and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or -covenants, easements or restrictions of,a=rd; that all-.measurements :shown, and allegations made are accurate, that I have read and agree to abide byy all conditions printed on this application and that I assume full responsibility for compliance with the, Wheat Ridge Building Code: (I.B.C), and all other applicable Wheal Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE:ONE:: (OWNER) (CONTRACTOR) r'. PERSONAL R PRESENTATIVE of (OWNS CONTRA~TtO, R) PRINT NAME: '~lP t ~SIGNAT - lR-•tbate: DEPARTMENT USE ONLY r t ZONING COMMENTS'. 5~1 l S 11~~ Q(~N f CJ..td4t~ if& ax ww~ 'or Gt Qro Gw{~y Zoning:.l wwwr+. t•~lyC ,`t" n /2 / Reviewer. 4! PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT CO r~MENTS:,J~-0®t/E"YJ ~'P-, IIg/WPLl• I :OCCUPANCY: Reviewe _ FIRE: DEPARTMENT:: O'approvedw/comments. ❑:disapproved ❑ no review required Bldg Valuation: FWHEgTRo m City of Wheat Ridge Building Permit Submittal List c°4oRAQ0 The following items are required for the minor building permit submittal for the property located at 3600 Youngfield St. . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ® Building ® Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: ® One (1) site plan Contents of plans detailed in the minor permits handout ® One (1) Elevations/details page DOCUMENTATION: One (1) completed building permit application One (1) property deed One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 291h Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridge.co.us ♦ i CITY OF WHEAT RIDGE ~.j Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: LRI- a®m'o. 9 m &a , U Job Address: Z/, n y,s.f~oir[ Permit Number: e~srr ❑ No one available for inspection: Time AM/PM Re-Inspection required': Yes No "When corrections have been made, call for re-fnspeotfon at 303-234-5933 Date: Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE f~ Bung Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: PR-r ("Abe) Job Address: Z22 V O ;5 Lz > sr' Permit Number: s/ 7 /rG>°1.LsGf/v LALZ ❑ No one available for inspection: Time f;13~ AM/PM Re-Inspection required: Yes No-, "When corrections have been made, call for re-inspection at 303-234-5933 Date: M9_<14F Inspector: t G DO NOT REMOVE THIS NOTICE 3 •"41 City of Wheat Ridge Commercial Remodel PERMIT - 081127 PERMIT NO: > 081127- 'ISSUED:' -09/29/2008 x JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 03/28/20.09 DESCRIPTION: Mercantile (Walmart) j CONTACTS owner ' 'U`..S. Retail Partners LLC k * PARCEL INFO ZONE CODE: PCD: - USE: C-1 M SUBDIVISION: UA .:..BLOCK/LOT#::. 0% , FEE SUMMARY ESTIMATED PROJECT VALUATION: 1084,019.00; FEES Permit Fee 6,373,13 Permit fee additiona 1,324.57 Plan Review Fee 4,142.53 Plan Review Addtiona 860 98 . Total Valuation .00 Use Tax 19,512.34 **_TOTAL 32,213.55 A I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable. , ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements. or. restrictions of record; that all 'measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume ful' responsibility for compliance with the Wheat Ridge: Building Code (I.B.C) `and all other : applicable) Wheat ftidQ Ordinance for work under this permit. Plans subject to field inspection. gg a Signafn]ie of contrac or/owner date 1. This permit was issued in accordance with the provisions set forth. in your application and is subject to the laws of the State of Colorado and to the zoning. Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date.. An extension may. be granted at the discretion of the Building Official.: - s 3.. If this permit expires, a new permit may be acquired for a fee of one-half theamount normally required,' provided no v changes have been. or will be made. in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment. exceeds one (1) year, full fees shall Al a be. paid for. a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ° 5., Contractor shall notify. the Building Inspector twenty-four-(24) hours in advance forall -inspections and shall receive ~ written. approval on. inspection card- before proceedings with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of. the provisions of the building. codes or any. other. ordinance, law, rule or regulation. Y All plan review is subject 7,el linspections. Signature of Chief Building 0 ici43 date - : INSPECTION REQUEST L NE: (303)234-5933 BUILDING OFFICE (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANYBUSINESS DAY FOR INSPECTION THE. FOLLOWING BUSINESS DAY. M GENERALCGNTRACTGR REFRIGERATION. CONCRETE Via Hand Deliver February 27, 2009 Melissa Mackey The City of Wheat Ridge Building Department 7500 West 29" Ave. Wheat Ridge, CO 80033 Project Title: Wal-Mart#1208 3600 Youngfield St Wheat Ridge, CO 80033 Project No. 09617 Subject: Notification Letter Ms. Mackey: Mark Young Construction, Inc. has been selected as the General Contractor for the Walmart #1208 Remodel at the above noted address. This project is scheduled to start 3/15/09 with a completion dated of approx. 5/20/09. I am the Lead Superintendent and my cell phone number is (303) 710-9170. The rest of my company information is listed in the footer. The following is a list of our requested subcontractors: Mechanical HVAC: Horizon Sheet Metal, Inc. (970) 482-7333 Fire Sprinkler: Freedom Fire Protection, LLC (303) 827-2060 Plumbing: Mark Young Construction, Inc. (303) 776-1449 Electrical: Waddell Electric (405) 293-9430 If you should have any questions and/or concerns, please contact the undersigned at your earliest convenience. Sincerely, Chris Da rel Project Superintendent Attachments: cc: 09617-F7 7200 Miller Place • Frederick, Colorado 80504 • (303) 776-1449 -Fax (303) 776-1729 6tiWHegr~ City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 LORPp Building Permit Application .90 .09 TS Date: Plan 08 -dJ Permit 07) ( ~ Property Address: 3600 Youngfield St. Property Owner (please print): U. S. Retail Partners, LLC Phone: N/A Mailing Address: (if different than property address) Address: Tamarac Plaza Two, 7535 E. Hampden Avenue, Suite 650 City, State, Zip: Denver, CO 80231 Contractor: TBD Contractor License Phone: Sub Contractors: TBD Electrical City License Company: Exp. Date: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: ADnroval: ADDroval: Use of space (description): Mercantile Description of work: Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ 4 , 45 0 . 4! Sq. FL/L.Ft added: N/A Squares N/A BTUs N/A Gallons N/A Amps N/A OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT - I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordin^ rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all me?s.•a- ~.:r; allegations made are accurate; that I have read and agree to abide by all renditions printed or, responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) r PERSONAL R PRESENTAT PRINT NAME: L `~-\i`j, iSIGNAT ~bTV ns uHeT Rzzca~ DEPARTMENT USE ONLY ` ZONING COMMENTS:A ~/2ctCt@ 10=1 1j©t\u f, ~1a33 l~ dn(n a Feu e Pest ti~'• 1 Na. Hi14lNT Revewer:C hayraGT~d rT15 n ~NS'GTCfercaxtit~~~~~ p,arti 4945Q.41 c.47.G6 PUBLIC WORKS COMMENTS: ~t5_a355 2®c,79 Reviewer: - ~7 pe.foit Fee ~~~~t~ T~tS11)bti)) ~1/Zlt~jZ plan Re4 awree atiOlNV 4 45g, 45 ECtV +g - ,~/~D y v BUIL IN DEPART NT CO NTS: IJ PiP 6 G9YttfNT atfi Reviewer: f,~ C'r TOM FIRE DEPARTMENT.: D approved wt comments ❑ disapproved ❑ no review required L - - i s LETTER OF TRANSMITTAL 211 N. Record Street, Suite 222 Dallas, Texas, 75202 Telephone 214/749-0626 Fax 2141748-0656 DATE: 9/19/08 JOB: 0802010 RE: #1208 Wheat Ridge, CO 2008 Wal-Mart General Remodel TO: The City of Wheat Ridge Building Department Attn: Melissa Mackey 7500 West 29th Avenue Wheat Ridge, CO 80033 303-235-2855 WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA I IPS (rlverniaht) THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ SPECIFICATIONS ❑ DISK/ELECTRONIC FILE COPIES DATE NO. DESCRIPTION 3 Sets Construction Documents- 2 Originals, 1 Copy 1 Building Permit Application 1 Review Fee of $4.450.45 1C0G MI\ 1 R IVJIVII I I CU. ❑ FOR YOUR USE ❑ FOR REVIEW & COMMENT ❑ AS REQUESTED ❑X FOR APPROVAL ❑ FOR ACTION AS NOTED ❑ AS REQUESTED BY: Hi Melissa! Please see the attachments for your review and approval for the above referenced project. Please note that We have also submitted plans to the Planning Department for review. If you need anything else please Feel free to contact me as soon as possible. Missy Doherty, Project Administrator (214) 290-7061 IF ENCLOSURES ARE NOT AS NOTED, KINDLY. NOTIFY US AT ONCE. SIGNED Trevor T. Holcolmb City of Wheat Ridge Building Division M 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ~ Fax: 303-235-2857 ~o oR.oo Inspection Line: 303-234-5933 Building Permit Application Property Address: 3600 Youngfield St. AW Date: 019") 08 rS Plan 5V53 Permit Property Owner (please print): U. S. Retail Partners, LLC Phone: N/A Mailing Address: (if different than property address) Address: Tamarac Plaza Two, 7535 E. Hampden Avenue, Suite 650 City, State, Zip: Denver, CO 80231 Contractor: TBD Contractor License Sub Contractors: TBD Electrical City License Company: Phone: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Mercantile Description of work: Construction Value: $5';-X!'XJ, (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $-4 , 4 b U . 4 S Sq. Ft./L.Ft added: N/A Squares N/A BTU's N/A Gallons N/A Amps N/A OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shn, allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and th-' responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridr - under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) Cr PERSONAL R PRESENTATIVE of PRINT NAME: M~ Y K\Q `Qt~CL-\l SIGNAT DEPARTMENT USE O ZONING C MME T ~ A ~SUt~aba N CLZ S a L : Ua wp 912c! U j PUBLIC WORKS COMMENTS: R i rtlS Na 4ti~p\7d Q-"v~~Ul1~ t Sctl I~ 24 ev ewer: CEIyl a SF l gP U6`63s ~e e pUUI P BUILDING DEPARTMENT CO NTS: 1' ~E3= PI~5 ~ Revi ~ 3EFe ~e 1}. geN ' ~ i\`aa ~ U ` ewer: c /O t~ / pL~ ` I~E~ (FEU6 u tik FIRE DEPARTMENT.: ❑ approved w/ comments ❑ disapproved ❑ no review required L PP~~~ 3q~`~ - s i ' City of Wheat Ridge Building Division 0 7500 W. 29th Ave., Wheat Ridge, CO 80033 e Office: 303-235-2855 ` Fax: 303-235-2857 o Inspection Line: 303-234-5933 °toRao Building Permit Application Property Address: 3600 Youngfield St. p~8 Date: 0 ~ C)g Plan 0 g- 03C3& Permit Property Owner (please print): U. S. Retail Partners, LLC Phone: N/A Mailing Address: (if different than property address) Address: Tamarac Plaza Two, 7535 E. Hampden Avenue, Suite 650 City, State, Zip: Denver, CO 80231 Contractor: TBD Contractor License Sub Contractors: TBD Electrical City License Company: Phone: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Mercantile Description of work: Construction Value: $7 K (%j(1~~ (as calculated per the Building Valuation Data sheet) I Plan Review (due at time of submittal): $ _ 4 , 45 U . 4b Sq. Ft./L.Ft added: N/A Squares N/A BTU's N/A Gallons N/A Amps N/A OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) r PERSONAL R PRESENTATIVE of(OWNER&CONTRATOR) PRINT NAME: Ax V-e `E-QW \t i SIGNATU Z, V ate: ZONING COMMENTS: Zoning: Reviewer: DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: 10W LS Ole W.,7W Reviewer: 16 BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required ~ w"ear v m ~otorzaoo City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Property Address: 3600 Youngfield St. Property Owner (please print): U. S. Retail Partners, LLC Date: P .;v -OZ )AT Plan 0 9 _a r~ Permit Phone: N/A Mailing Address: (if different than property address) Address: Tamarac Plaza Two, 7535 E. Hampden Avenue, Suite 650 City, State, Zip: Denver, CO 80231 Contractor: TBD Contractor License Phone: Sub Contractors: TBD Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Mercantile Construction Value: s r rJ Description of work: (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $4, 4 5 0 . 4 5 Sq. Ft./L.Ft added: N/A Squares N/A BTU's N/A Gallons N/A Amps N/A OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:: ,(OWNER) (CONTRACTOR) r PERSONAL R PRESENTATIVE of (OWNEEa CONTRATOR) PRINT NAME: SIGNATU - ate: ZONING COMMENTS: S'~h DEPARTMENT Usk ONLY Zoning: CD O / r r Reviewer~?l I PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: 0 approved W/ comments 0 disapproved 0 no review required a 09/26/08 09:21:26 City of Wheat Ridge Page 1 bp340-iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE-- DESCRIPTION--- -----VALUATION --------FEE ---USE TAX prm Permit Fee 850,789.00 6,373.13 0 .00 rvw Plan Review F 850,789.00 4,142.53 0 .00 totva Total Valuati 850,789.00 0.00 0 .00 use Use Tax 850,789.00 0.00 15,314 .20 TOTAL VALUATION: 850,789.00 FEES VALUATION: 850,789.00 PERMIT FEE: 6,373.13 USE TAX: 15,314.20 OTHER FEES: 4,142.53 TOTAL FEES: 25,829.86 LETTER OF TRANSMITTAL DATE: 1/28/09 JOB: 0802010 211 N. Record Street, Suite 222 Dallas, Texas, 75202 Telephone 214/749-0626 Fax 214/748-0656 RE: #1208 Wheat Ridge, CO 2008 Wal-Mart General Remodel TO: The City of Wheat Ridge Building Department Attn: Melissa Mackey 7500 West 29", Avenue Wheat Ridge, CO 80033 303-235-2855 WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA I IPS (overnight) THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ SPECIFICATIONS ❑ DISK/ELECTRONIC FILE 3 Sets Revised Construction Drawings - Addendum #2 and #3 1 Narrative of Chances - Addendum #2 and #2 THESE ARE TRANSMITTED: ❑ FOR YOUR USE ❑ FOR REVIEW & COMMENT ❑AS REQUESTED ® FOR APPROVAL ❑ FOR ACTION AS NOTED ❑ AS REQUESTED BY: Hi Melissa! Please see the attachments for your review and approval for the above referenced project. Please note that We have also submitted plans to the Planning Department for review. If you need anything else, please Feel free to contact me as soon as possible. Thank you! Missy Doherty, Project Administrator (214) 290-7061 COPY: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED Trevor T. Holcolmb WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 This Addendum forms a part of the Contract Documents and modifies the original Documents, dated September 4, 2008. SUMMARY: Revised plans per owner comments This Addendum consists of Pages 1 through 7 of this Narrative, Spec Sections 00001, 00007, 00010, 01330, 01458, 01640, 01740, 01742, 02023, 02821, 04060, 04210, 04220, 05400, 05500, 06400, 06620, 07240, 08710, 09250, 09900, 10260, 13810, 13900 and 16265, Drawing Sheets C1, SP1, D1, Al, A1.1, A1.2, A2, A2.1, A3, A5, A5.1, A6, A7, A8, A9, GC1, S1, S2, S3, FP1, MP1, M1, P1, P2, E1, E1.1, E2, E2.2, E2.3, E2.4, E4.1, EPL1, and EM1all dated January 9, 2009. SECTION 00001 - PROJECT TITLE PAGE • Section revised to include Addendum #2 and date. JAN 2 2 2009 SECTION 00007 - SEALS PAGE • Section revised to include Structural Engineer of Record and Fire Protection Professional of Record. SECTION 00010 - TABLE OF CONTENTS • Section revised to include Section 01742 Construction/Demolition Waste Management and Disposal, Section 04060 Masonry Mortar, Section 04210 Clay Masonry Units, Section 04220 Concrete Masonry Units, Section 05400 Cold Formed Metal Framing, Section 06620 Solid Surfacing, Section 07240 Exterior Insulation and Finish System, Section 13810 Energy Management System (EMS), Section 13900 Fire Suppression, and Section 16265 Static Uninterruptible Power Supply. SECTION 01330 - SUBMITTAL PROCEDURES • Revised Fire Protection contact to Telgian, Inc. SECTION 01458 - TESTING LABORATORY SERVICES • Revised 3.1, B to include Division 4 Masonry. • Revised ITL Testing and Inspection Program Summary Schedule to include Section 04060 Masonry Mortar and Section 04220 Concrete Masonry Units. SECTION 01640 - OWNER FURNISHED PRODUCTS • Revised Products Furnished By Others Schedule as shown. SECTION 01740-CLEANING • Revised 1.1 to add Related Section 01742 Construction/Demolition Waste Management and Disposal. • Revised 3.3 Trash Removal as shown. SECTION 01742 - CONSTRUCTION/DEMOLITION WASTE MANAGEMENT AND DISPOSAL Section added in its entirety. SECTION 02023 - SELECTIVE SITE DEMOLITION • Revised 1.1, B. to add Related Section 01742 Construction/Demolition Waste Management and Disposal. • Revised 3.4 Disposal of Demolished Materials as shown. SECTION 02821 - CHAIN LINK FENCES AND GATES • Revised 2.3, F. Plastic Screening Slats as shown. OF C®B ,L/1n7- C/J r a GN® R SECTION 04060 - MASONRY MORTAR Section added in its entirety. WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 SECTION 04210 - CLAY MASONRY UNITS • Section added in its entirety. SECTION 04220 - CONCRETE MASONRY UNITS Section added in its entirety. SECTION 05400-COLD FORMED METAL FRAMING • Section added in its entirety. SECTION 05500 - METAL FABRICATIONS • Revised 3.4 Schedule as shown. SECTION 06400 - ARCHITECTURAL WOODWORK • Revised 2.1, A. as shown. • Revised 2.1 to include C. Thermoplastic 3D Laminate as shown. • Revised 2.1 D. to include new plastic laminate colors, PL-3, PL-8, PL-9, PLA 1, PL-12 as shown. SECTION 06620 - SOLID SURFACING • Section added in its entirety. SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM • Section added in its entirety. SECTION 08710 - DOOR HARDWARE • Revised 2.6 B, C-1 as shown. • Revised 2.12, B, M-15 as shown. • Revised 3.4 Hardware Schedule Set 6 as shown. • Revised 3.4 Hardware Schedule to include Set 78, Door 109A Equipment Room as shown. SECTION 09250 - GYPSUM BOARD • Revised entire section as shown. SECTION 09900 - PAINTS AND COATINGS • Revised 3.9 Paint Color Schedule as shown SECTION 10260 -WALL AND CORNER GUARDS Revised entire section as shown. SECTION 13810 - ENERGY MANAGEMENT SYSTEM (EMS) • Section added in its entirety. SECTION 13900 - FIRE SUPPRESSION • Section added in its entirety. SECTION 16265-STATIC UNINTERRUPTIBLE POWER SUPPLY • Section added in its entirety. 2 WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO.2 PROJECT NO. 0802010 ARCHITECTURAL SHEET C1 - COVER SHEET DRAWING INDEX • Add structural drawings S1 FOUNDATION PLAN,DETAILS, AND NOTES; S2 ROOF FRAMING PLAN AND DETAILS; S3 FOUNDATION AND FRAMING DETAILS. • Add fire protection drawing FP1 FIRE SPRINKLER SITE AND REMODEL PLAN. • Add electrical drawing EM1 ENERGY MANAGEMENT PLAN. EGRESS CALCULATIONS • Revise Sales floor egress calculations as shown. GENERALNOTES • Revise note 6 as shown. CONSULTANT INFORMATION • Add Fire Protection consultant information. • Add Structural consultant information. SHEET SP1 - SITE PLAN PLAN 1 -SITE PLAN • Removed center vestibule doors and showed infill area. DETAIL 15 - FOOTING SECTION AT COURTESY DESK • Add detail in its entirety. SHEET D1 -DEMOLITION PLAN PLAN 1 -DEMOLITION FLOOR PLAN • Show demolition of center vestibule doors. • Show partial demolition of Subway tenant walls and equipment. • Show demolition of courtesy desk, cash office, counting room, and returns area. • Revise note to remove counter tops at site-to-store. • Show smokers breakroom to be removed. DETAIL 3 - DUST WALL SECTION Add detail in its entirety. SHEET Al - FLOOR PLAN PLAN 1 - FLOOR PLAN • Show new Courtesy desk, Cash office, Count room, Returns area, Equipment room, and Ice maker alcove layout. • Relocate photo lab. • Revise Site-to-store layout as shown. • Relocate stockroom doors. SHEET NOTES • Add sheet notes 8,9,10 and 11 as shown. SHEET A1.1 -FLOOR FINISH PLAN FINISH KEY • Revise VCT the at new courtesy desk layout. • Add reference markers at new stockroom doors as shown. SHEET A1.2 - INTERIOR FINISH PLAN AND DETAILS PLAN 1 - INTERIOR FINISH PLAN • Revise finishes as shown. • Show relocated Photo lab and stockroom doors. 3 WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 SHEET A2 - EXTERIOR ELEVATIONS ALL ELEVATIONS • Show new infill at center vestibule. • Revise exterior colors and signage. COLORLEGEND • Revise colors as shown. SHEET A2.1 - SIGNAGE DETAIL 1 - 5'-6" WALMART SIGNAGE • Revise detail in its entirety. NEW SIGNAGE SCHEDULE • Revise color and size of signage as shown. GENERALNOTES • Revise notes as shown. SHEET A3 - SECTIONS AND DETAILS DETAIL 14 - CMU WALL STANDARD MOUNTING • Revise detail to show base deck. SHEET A5 - VESTIBULE PLANS AND DETAILS PLAN 1 -VESTIBULE PLAN • Show new courtesy desk, ice maker alcove, cash room, and count room layout. • Remove keynote 10.56 from 115 Vestibule • Add notes to remove FRP from Cart Storage and Drying as shown PLAN 2 - COURTESY DESK PLAN • Revise plan in its entirety. PLAN 2A - COURTESY DESK DEMOLITION PLAN • Add plan in its entirety. DETAIL 6 - FRONT WALL HEADER SECTION AT COURTESY DESK Add detail in its entirety. DETAIL 7 - FRONT WALL HEADER SECTION AT COUNTING • Add detail in its entirety. DETAIL 8 - FRONT WALL HEADER SECTION AT TENANT • Add detail in its entirety. DETAIL 9 - BULKHEAD SECTION • Add detail in its entirety. DETAIL 10 - RETURNS SECTION • Add detail in its entirety. DETAIL 11 -COURTESY DESK ELEVATION • Add detail in its entirety. EQUIPMENT LEGEND • Add legend in its entirety. KEYNOTES • Revise keynote 9.37 as shown. 4 WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 2 PROJECT NO. 0802010 SHEET A5.1 - OFFICE PLANS PLAN 1 - BACK OFFICE PLAN • Show new Site-to-Store layout. • Remove keynotes 10.63 and 10.65. • Show relocated stockroom door 161 D. • Add infill notes as shown. • Remove 152 Breakroom and cased opening 152A PLAN 2 - STOCKROOM PLAN • Show relocated stockroom door 180A. • Add infill note as shown. KEYNOTES • Remove keynotes 10.63 and 10.65. SHEET A6 - PARTITION TYPES AND WALL DETAILS PARTION TYPES • Add partition types A, C, D, and G. DETAIL 14 - CASH ROOM SECTION Add detail in its entirety. DETAIL 15 - CASH ROOM CEILING DETAIL • Add detail in its entirety. DETAIL 16 -WALL SECTION Add detail in its entirety. SHEET A7 - ROOM FINISH SCHEDULE PLAN 1 - ROOM FINISH SCHEDULE • Revise finishes at rooms 100,102,103,104,105, 106, 107,108, 113, 114, 116, 117, 118, 151, 163, 164, 172, 173, 175, and 402 as shown. • Remove 152 Breakroom. • Add rooms 109 equipment and 131 Ice Maker Alcove as shown. SCHEDULE NOTES Add note 70 as shown. FINISH KEY • Revise finish key to include new paint colors. SHEET A8 - DOOR SCHEDULE PLAN 1 -DOOR SCHEDULE • Revise doors 107A, 108B, 151B, and 701 A as shown. • Revise door 180A to be 9'-0" H. • Add door 109A Equipment as shown. • Remove cased opening 152A SHEET A9 - CASEWORK DETAILS DETAIL 1 - BASE CABINET SECTION • Revise detail as shown. DETAIL 2 - COUNTER SECTION • Revise detail as shown. DETAIL 4B - BREAKROOM SINK SECTION • Add clearance dimension as shown. DETAIL 5 - NOT USED • Remove detail in its entirety. DETAIL 6 - MANAGER'S WORK STATION ELEVATION • Remove section marker. DETAIL 8 - SOFTLINE/DIRECTS DESK SECTION • Revise detail as shown. 5 WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE CO 1 ADDENDUM NO. 2 PROJECT NO. 0802010 DETAIL 9 - CLAIMS COUNTER SECTION • Revise detail as shown. DETAIL 11 - BASE CABINET SECTION • Revise detail as shown. DETAIL 12 - COUNTER SECTION • Revise detail as shown. DETAIL 13 - MOUNTING DETAIL • Revise detail as shown. DETAIL 14 - BASE CABINET SECTION • Add detail in its entirety. DETAIL 15 - BASE CABINET SECTION • Add detail in its entirety. SHEET GC1 - GARDEN CENTER PLAN AND DETAILS PLAN 1 -GARDEN CENTER PLAN • Add note to replace shade cloth. STRUCTURAL SHEET S1 FOUNDATION PLAN,DETAILS, AND NOTES Added S1 sheet to set. SHEET S2 ROOF FRAMING PLAN AND DETAILS Added S2 sheet to set. SHEET S3 FOUNDATION AND FRAMING DETAILS Added S3 sheet to set. FIRE PROTECTION SHEET FP1- FIRE SPRINKLER SITE AND REMODEL PLAN • Added FP sheet to set. MECHANICAL SHEET MP1 - OVERALL FLOOR PLAN MECHANICAL AND PLUMBING • Revised drawing to add new ice maker alcove, remove center vestibule and add new cash office, counting room and customer service area, modify site-to-store layout. Refer to clouded changes on Sheet MP1. SHEET M1 - PARTIAL MECHANICAL PLANS • Revised drawing to remove center vestibule and add new cash office, counting room and customer service area, modify site-to-store layout. Refer to clouded changes on Sheet M1. SHEET P1 - PARTIAL PLUMBING PLANS • Revised drawing to add new ice maker alcove. Refer to clouded changes on Sheet P1. SHEET P2 - PLUMBING DETAILS • Added new vent through roof detail. Refer to clouded changes on Sheet P2. 6 WAL-MART SUPERCENTER NO. 1208 JANUARY 09, 2009 PROJECT: WHEAT RIDGE CO ADDENDUM NO 2 PROJECT NO. 0802010 ELECTRICAL SHEET E1 - OVERALL FLOOR PLAN LIGHTING • Revised drawing to include new courtesy/cash areas. Refer to clouded changes on Sheet E1. SHEET E1.1 ENLARGED LIGHTING PLANS • Revised drawings to include new lighting for courtesy/cash room areas, site-to-store layout and demo plan for lighting to be removed. Added emergency lights in associates restroom and front electrical closet. Refer to clouded changes on Sheet E1.1. SHEET E2 - POWER PLAN • Revised drawing to include new lighting for courtesy/case room areas, site-to-store, added new Ethernet switch rack in electrical room. Refer to clouded changes on Sheet E2. SHEET E2.2 - ENLARGED POWER PLANS • Revised UPS circuit numbers to new Panel "LU3" at new checkout power plan. Refer to clouded changes on Sheet E2.2. SHEET E2.3 - UPS AND ETHERNET PLANS • Added new front UPS riser with new UPS and Panel "11-13", revised Ethernet switch rack locations and circuit numbers. Refer to clouded changes on Sheet E2.3. SHEET E2.4 - ENLARGED POWER PLANS • Revised drawings to include new power for courtesy/cash room areas, icemaker alcove, site-to-store layout, and demo plan for power to be removed. Revised key notes. Refer to clouded changes on Sheet E2.4. SHEET E4.1 - ELECTRICAL SCHEDULES • Revised Panel "LC" schedule for new power requirements. Added new panel schedule "LU3" and light fixtures "l 0" and "RE" to light fixture schedule. Refer to clouded changes on Sheet E4.1. SHEET EPL1 - PHOTO LAB ELECTRICAL PLAN • Revised drawing per modified location of new photo lab. Refer to clouded changes on Sheet EPL1. SHEET EM1 - ENERGY MANAGEMENT PLAN • Added new sheet for relocation of (3) RTU sensors and new EMS master controller. Refer to clouded changes on Sheet EM1. END OF ADDENDUM NO. 2 BY: TREVOR TYSON HOLCOMB ARCHITECT WAL-MART SUPERCENTER NO. 1208 JANUARY 23, 2009 PROJECT: WHEAT RIDGE, CO ADDENDUM NO. 3 PROJECT NO. 0802010 This Addendum forms a part of the Contract Documents and modifies the original Documents, dated September 4, 2008. SUMMARY: • Revised drawing index This Addendum consists of Pages 1 of this Narrative and Drawing Sheet C1 all dated January 9, 2009. ARCHITECTURAL SHEET C1 - COVER SHEET DRAWING INDEX • Remove S2 ROOF FRAMING PLAN AND DETAILS and S3 FOUNDATION AND FRAMING DETAILS. END OF ADDENDUM NO. 3 BY: TREVOR TYSON HOLCOMB ARCHITECT OF CO s 4-n O JAN 2 7 2009 P 1 02/19/09 16:13:32 City of Wheat Ridge Page 1 bp340-iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE-- DESCRIPTION-- VALUATION --------FEE ---USE TAX prm Permit Fee 1,084,019.00 7,697.70 0 .00 rvw Plan Review F 1,084,019.00 5,003.51 0 .00 totva Total Valuati 1,084,019.00 0.00 0 .00 use Use Tax 1,084,019.00 0.00 19,512 .34 TOTAL VALUATION: 1084,019.00 FEES VALUATION: 1084,019.00 PERMIT FEE: 7„697.70 USE TAX: 19,512.34 OTHER FEES: 5,003.51 TOTAL FEES: 32,213.55 i p4.15~ P011. t g trc,99 lrvtug Page 1 of 1 Melissa Mackey From: Missy Doherty [mdoherty@RHAAIA.com] Sent: Friday, February 13, 2009 9:44 AM To: Melissa Mackey Cc: Missy Doherty; Jennifer Windle Subject: #1208 Wheat Ridge, CO Wal-Mart Valuation Hi Melissa! Sorry it took me some time to get this information back to you! The new valuation for the project is $1,084,019.00. If there is a new plan review check that we need to send you, please let me know and I can get that out to you ASAP. Thank you! Missy Doherty 211 N. Record St., Suite 222 Dallas, TX 75202 214-749-0626- Main 214-748-0656-Fax 2/19/2009 ;ld :inspections s c all conditions printed on this ) Code l.(I.B C) and all other .on. is subject to the laws of the or any other applicable :ceived: prior to expiration illy required, provided no Lon or abandonment has not L) year, full fees shall :ainage 'problem. ispections and shall receive F -ued to be a permit for, nor :e, law,'. rule or regulation... -2855 LOWING BUSINESS DAY. OF WHEgT City of Wheat Ridge Community Development jD~ep]paarrtm~e"nt RUILDEMPERWTAF Property Owner: A t /4u t .S' -i l in c. . Property Address: 3i: 0 Lj'u v r 4 T Contractor License No.: `J / Company: C 3AA%~) Oaf? ~ d7 Building Per it Nu Date: b a (1C~ Phone: rl i_ : SCrC1 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BU%l(Ilpq DGp{L Valuation Figure: $1-I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the CRY of Value:$ Wheat Ridge or covenants, easements or restrictions of record; that all measurements II shown, and allegations made are accurate; that I have read and agree to abide by all Perrnit Fee:$ 1 1 conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat Plan Review Fee:$ (17 7-~ Ridge Ordinances, for work under thiisp~ ennit. Plans subject to field Inspection){. use TaX:$ ( I , (OWNER)(CONTRACTOR): SIGNED (i~a.`h'~i --.3/ L~ `4-- DATE TOYal:$ Use of Space (description): ove. t' l s it e> 3~ ( fG /e at -5'z%, Description of work: / 0lL f e lns~k ;fine 2 it 7pfc A 17'_ 1 5 Sq. Ft. added t•_I Lc~; E1 .l--L.tJ Jw I//I/"m/rlcufi e`1i"7 p Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded dne (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3400 V2c✓;n d 9~Contractor:. A4 7 SiGPXS You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - 6-~ 6) feet Wall 2 - - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage_ t square feet zp Wall 2 allowable signage - square feet Gv~7 ri~ Wall 3 allowable signage - square feet 4\ c V) Site Plan 1 'fir f SrPlhzroG'>5 jlfR,~ v AL-MARd vats +004 4r WAAI A_v C G74+ye.. ~JUdti~ cv~-►e 5'-0^ (60'x) a r N m r m n O 2 z m v v a z n s a z z m r r m a y r lI1 O 3 O z m (10 CO cO.. zm ~D O a~ pw T vy = 3c r y~ r °'o. C F Z O M O O v m O 65 N O m rrrrr~~ fN J.i W 37 0 m m O..]m m 00!l m T 1 m D N Z T n O 1 n m(n y z ~ z OD O 0 AZ r C) zv m rn v 110 fp D z N .M 9 S D Z co > -0 Z N m - D b n z r n ror ra m r Om P W D JE ~z Ma a 9l /Go N i ort u l c mo ps. OF $ d3lo~ m a rt~ ~ N e e aal o~ .gym » a. + a ~ K~k y- o r t s~ b a~ y ~ ~y a 3 . 4fl~y ~ A . a..: ba ~x x ES- . r;. FoRM (M) 41a 02 1123 7 Xcel Energy• 13 ~1 ~(9 8 ' FLOOH PPi.NO. F OF~ 5 Q1V iOWNOHCWNTY Y~~~ ~~e «:A ::;3ACTION TAKEN cusroMea euMe PNiH*)~ . .L- ❑ NO SHUT OFF t'.t qpPLIANCEOFF SPWIFV ❑ BOTH APPL. & METER OFF OWNER~ TENANT ~ AGENT ~ OTMEF METER SHUT OFF - HAZARD - CONDITIONTO BE CORNELTED AS SHOWN BELOW CPEATES AN IMMEDIATE HAZAFD.THIS EOUIPMENT MUST NOT BE PUT BRCK IN UNTIL BUI~ID NG D PARTME'NT FON CO EoANO PEFMIT PEOU AEMENTS PHIOH TO PENFORM XGE EDA P WORK. p C~TACTVOUN LOCAL py E OF APP NFE ~ I,... . ~ ~ ~ e ee coaaecreorJ y1 E' FOR FURTHER INFORMATION, PHONE,IME TIME CUPANTSIGNANRE o ❑ (D 7 ~ N O 1~ o ~ m ~ m a o y ~ N s °f ~ O CD ~ - a N < m ~ m o ~ m ~ O ~ CD o o d a- ~ ~ - (77 N ~ tio d O W N W a ~ ~ w w ~ 3 m D ~ ~ i~. C- 0 6 G a (D N z 5 N f~D ,6 3 (D _ 0 f!) m 0 t N Z Z 0 n m I ~ w w W ~ n N Q, ~ ~ W 7 < o Ui -n ~ W y N S g ~ m wa 3 > N N ~ 0 70 ~"•m T ~ X City of Wheat Ridge Commercial Fence PERMIT - 080491 PERMITNO: 080091 JOB ADDRESS: 3600 YOVtTG DESCRIPTION:190 FEET 6 Cf7NTACTS GC 254/646-2292 OWNER 479/204-1403 ISSUED: 02/01/2008. ?IELTJST EXPIRES: . 07/30/2008 . FOOT FENCEAROUND STORAGE CONTAINERS.MARKTUCKER 08-0013 WESTERNEbGE CONSTRUCTION ' WALMART. PARCEL~ INFO. . . . ZONS CbDE: UA . USE: UA SUBDIVISZON:UA. BLOCK/LOT#: 0/ . FEE SUMMARY wt ..ESTIMATED PROJECT VALUATION: .280.00 FEES Fermit Fee . . 108.30 ~~'~tDr,~ . Plan Review Fee 94.06 Tota1 Valuation. . .00. Use Tax41.04 . TOTAL. ` . . 243.40 . . . . . I hereby Certifythat the aetback diatancee propoeed by thie pexmit applicatlon are accurate, and~do nat vlolate applicableordliiancee;.rulee,or regu}ationa of.the City of Wheat Ridge or covenanta, eaeemente or xeatrictione of record; tkiat all meaauremente ehown, and al ~are~a'cz~that I have read and a9ree Co abide by all conditione printed orithie app2icationand'tha aeaume full ea6ilit for ompliance with the Wheat Ridge Huildin9COde (I.B:C) and all otheraonllcable fo rk under t' permit. Plane eubject to field inapection..~. . ~ ~ U . Sig tuze of con .St owner . date . . I. Thie permit wae >aeuedin accordance with the provieione set Eorth in your application and 3e eutiject Co the laWe ofChe State.of Colorado andto the Zoning Re9ulatione and Building CoCea of Wheat Ridge, Colorado or any otRer applacable ordinanceB of theCity... 2. Thie permit ehall expire 180 daye from the ieeue date. Requeete for an exteneion muet be received prior Yo expiration date. An extc+seion may be granted at thediecretion oY the Building Afficial. 3. I£ thispermit expirea, a nevpermit may be acquiaed for a fee of one-half the amount nornwlly required, yrovided no changee haye tieea or will be made in theoriginal plans and epecificatione and any euepeneion or.abandornnent haenot exceeded one(3) year. Ifchangee have been or if euepeneion or abandonment exceeda one (1) year,fullfeea shall be paid for a newpexmit. 4.No woik of any manner ehali be done that will chan9e the natural flow of water caueing a drainage problem: 5. ConCractor ehall notify the.BUilding Inepector twenty-four (24) houre in advance foT all mapectione and ehall receive . writted.appxwaloninepection card before proceeding with eucceeeive phaaee of the job. . . 6. TheieeuanceoE a pezmit or the approval of drawinge and epecificatione atiall not be wnetrued to be a pennit for, hos an appzoval of, any violatlon of the provieione of the building codes or any other ordinance, law, rule or regulation. All plan review.ie autiject to field inepe5p iona. . SignSture ofChief evildixg pffiCiai date INSP$CTIO;I R8QU8STLIN8a.303 234-5933 SUILDING OFFICE: (303)235-2855 . . REQUE$TSMUST BE MAl}E..BY PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. rte. _ . _ _ _ . _ _ ~~'$.8 53 . ___w 010 `ir7, ~D~9 'T~J ..oCn . ~ t t ! i ~ ~ w r i t ~ ; r~' 1~.Qp I~j.(alo? I~.ao 15.lote`( fS.oc~ ~ , T ,+~i~A~. ~ ~ ~ ~ N It 4 i t ~I ~ i I cd , u1 t z f~1 ~ ~ ~ # I~ ~ ~ - to ~ ; ~ ~ ~ ~ w ~I~ ~ ~ ~ ~ ~''~0 i ~ ~ ~ ~nlu. Ni u M ~~it~ 5 '~1kW FEhIC~ 4 - ~ ~ ~ N 4 ~ to I ~ ~ Q 0 4 a~ ~ _ta+i2.2~~~. ~ war ~ ~ w ~ ~ ~ ~ a Q N~ ~ Q ~ ~ Q ~w / ~ t W W H ~ ~ ~ ~ X r ~ .~.,,,~„~..,.r ,r,,.,...,...~,. __._.~,,,x„ ._u.„,.,...~. __.._a . _ / o .,__u . o ~ _ 4 . _ _ . : . _ ~ ~ i i _ 1 Q i , ~ J~ ~Ek/ woQC j 0' , ' ~ _ F~ SIC E. F~'taM ! ~ ~ ea o f ~ 4 G ~ ~ ~ 4 A d to f d ~ m , ~ ao u ~ ~.r N; ~v N V lV~~ Ci1 F 0 ~ 0 I t~ TG+ lJEtr~J ~hiCE , ~ ~ (1 ~ ~ tl N ~t o D ~ X11 f ~ ~ -~'v.~t..E. PtGK~T~ w~ n ! ~ ~ x ~ 2'~© a.~. 7 ~ } ~ i ;t . _ « C I~ ~-c.,ouriD E~t12RtEiz 'y.~p,l,i, ~ C~~j~C~' Ia~l I?E"~AI L i t p. 2Sa 4'8.4 i3 . ___._____w_._. Eh.= 5s41.oa r ~ w~ ~ot~4T ~ , 2aa . a!Q .(o`T i' ~54D.~3 ' E~.E1/, = 5539.00 ~'i ~ _ 554a•~ 1 553~i.an t _ _ X53$•!07 I _ _ _ _ _ X53 ; _ ~ _ _ _ _ _ _ _ ~ _ _ _ _ _ ~ _ ~ _ ~ _ _ ~ _ ~ _ _ _ _ _ t ~ _ . _ t ~ f i f t i t ~ I ~ Z,Q ~ Np~.~~. t ~ " ~ d I t - 3 t t i ,t ,t a 15 - ° ~ 15 - S 15 - o ~ ~ !v 3 , t~arh~iA~. ~INIE. i5ic _ _ . L~._ _ _ ~ _ ~~1~.ocK 1 T~~ ~ ExP ~1 ~1~, : F'~,~1 I ~ CorJ TcaP ~ Ss~'f. o~J ~>r~ _ r f C C P ~ 7oP of F~:~C~ ~ ~ ,1Qt~~'-- [ ~ C~~ C~QauT 5nt..iQ Tt?tA4,~ ;~xPA~sio~ .a_,. _ . i _-~1_ , ~ ~ . ~ ~ '~ov+(l.r~C I K t ~ - _ ~ t ~~p ~r~(I: ~ ~ ~ ~j q ~ I I Ruh ~ ~o+r: i t . r j t i a ~ ~~r E~~ ~ k- N a a ~ _ ~ i_ j i ~ i ? ~ 1 C ~ 1 I I I~ 1 ~ J i I i ~ _ i ~ ~ ~ _ _ { ~ I 4 ~ S F . ~ 1 ~ e ~ ~ ~ ~ ~ { t ~ i iI i ~ i _ t ~ ~i { i ~ E i _ t i ~ _ f ' ~ f ( ~ } ~ 1 t _ r, ~ _ Ca~tl~ ...tom . . U . ~ g f ! E k ^Q App, 740 6-m 4- $ Vc-w-T. Ig FUJIEIGN" I 1 1 l o ' i SF-CT U J~ KIL-.S oe"'-"Eqrq City of Wheat Ridge Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 . Office: 303-235-2855 ` Fax: 303-235-2857 ~ o Inspection Line: 303-234-5933 ~CORP~ Building Permit PropertyAddress: ~1600 Property Owner (please print): Mailing Address: (if different than property address) Address: "3 3 ? 7 ~ S on Date: ) 5 ~ ✓ ~ Plan ~ Permit v Ciry State Zip 1,,c~o Contractoc lt; 0 S l-r- ~ Cnniracfnr LicP.nse n Phone: ~y - (!7 y ~v - 0 D 9 Sub Contractors: Eiectrical City License Plumbing City License Mechanical Ciry License Company: Company ComPanY Exp. Date: Exp. Date: Exp. Date: Approval Approval Approvai: a2Eo Use of space (description): Construction Value: (as calculated per the Building Valuafion Dafa sheet) Description ofwork: I(/jn O/ I r Plan Review (due at time o(submiftal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT cable ordinances, I hereby certify that the setback distances proposed by this permit application are accurete, and do nol violate appli rules or regulations of Ihe City of VJhealRidge or covenants, easements or restriclions ot record; that all measuremenls shown, and allegations made are accurate; lhat I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permiL Plans su6ject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESENTA71VEOf(OWNER) (CONTRATOR) PRINT NAME: ZONING COMMENTS. Zoning: Reviewen PUBLIC WORKS COMMENTS: Reviewer. SIGNATURE: DEPARTMENT USE ONLY Date: BUILDING DEPARTMENT COMMENTS ' OCCUPANCY: _ Reviewer. RRE DEPARTMENT:'. ❑ approved w/ Comments ❑ di5approved ❑ no review required Bldg Valuation: 11 ~.uk S 1~ x ~ J ~J V 1 O v ~ I~ ~ / \ ~ ~ City of Wheat Ridge Commercial Remodel PERMIT - 071362 PERMIT NO: 071362 ISSUED: 12/19/2007 JOB AL7DRfiSS: 3600 YOUNGFIELD ST EXPIRES: DESCRIPTION: remodel reatrooms per attached CONTACTS~*** ~ . . . arch gc 254/646-2292 sub 303/366-0168 sub 303/418-6000 SUB 303/732-0202 Ronald D. Rees MARK TUCKER JAMES E. DWYER STEVE/CAERYL PAXTON 08-0013 WESTERN EDGE COFISTRUCTION 02-1011 JAMES E. DWYER EL&CTRIC 01-8701 ARS Rescue Rooter (Plumb) 02-1141 CP MECHANICAL PARCBLINFO ZONE CODE: UA USE: UA SUBDIVISION: 0699 BLOCK/LOT#: 0/ . FEE SUhIMARY**. ESTIMATED PROJECT VALUATION: 211,000.00 FEES Permit Fee 2,100.03 Plan Review Fee 1,365.02 Plan Review Addtiona 244.00 wo Total Valuation .00 Use Tax 3,798.00 TOTAL 7,507.05 Conditions: JS: Rough plumbing changes must be aubmitted if encountered. *Revieions approvedon 11/20/07.. KC: 12/19/07i Plans approved as noted. Subject to field inapection. I hereby certify that ehe setback dietancee propoeed by thie pemit applica[ion are acwrate, and do not violate applicable ordinancee, sules or regulatione of the City of Wheat Ridge or covenanta, eaeemente or restrictione of record; that all meaeuremente ehown, anda ationa de are accurate; that I have read and agree to ablde by all conditione printed on thie appliCation and that aseume full i poneibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other applicab einancee or work under thie permit. Plana eubject to Eield inapection. anature. con er date . 1. Thie permit wae isaved in accordance with the provieione eet forth in }rour application and ie aubject to the lawe of the State of Coloiado and to the Zoning Regulatione and Building Codee of Wheat Ridge, Colorado or any other applicable ordinancee of the City. 2. Thia pezmit eriall explre 180 daye from ehe ieeue date. Requeete for an exteneion muet be received prior to erzplration date. An exteneion may be granted at the discretion of the Huilding Official. . 3. If thie pemit expiree, a new pemit may be acquired for a fee of one-half the amoutl[ nozmally required, provided no changee have becn or will be made in the original plans and apecificatione and any euspene3on or abandolunent has not exceeded one (1) year. If changee have been or if euapeneion or abandonmevt exceede one (1) year, full feee ehall be paid foz a new permi0. 4. NO work of any manner ehall be done that will change the natural flow of water caueing a drainage problem.5. Contractor ehall notify theBUildin9 inepector twenty-four (24) houze in advance for all.inepectione and ahall receive written approvalon inspection card before proceeding with eucceeelve phaeee of the job. 6. The isauance of a pemit or th 3pproval of drawinge and epecificationa ehall not be conetrued to De a pemit for, nor an approval of, any.vi E the provieione of the building codes or any othet ordinance, law, rule or regtilation. All plan review ia auti ~ field inepectians. Signature of Chief Build Official date INSPBCTION R8¢USST LINB: (303)234-5933 SUILDING OFFICE: (303)235-2855REQUESTS MUST SEMADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. jeiogp 6uipp8 laiyo -suoi»adsui play ol »afqns si mainai ueld IIy 'uogejn6aj io aini',~el'aoueuipio Jay}o Rue io sapoo 6uiplinq ay%;o suoisinad ayl 10 uogeIoin,(ue'{o lenojdde suoo aq lou Ileys suopeayioads pue s6uimeip;o 1enadde ayl jo !!wjad e jo aouenssi ayl anj ' (9) j io; 1!ullad e aq ol p ue iou qof ay};o saseyd anissaoons yliM 6uipa~ad ajo;aq piea uopoadsui uo lenadde uagum aniaoai lleys pue suo11109dsui pe io; aOuenpe ui vnoy (bZ) ino;-R1uarN ioloadsul 6uipling ay1 4gou lleys JopeJIuop 6wsneo ialph+)o Mol7leinieu ay~ a6ueya II!m leyl auop aq Ileys iauuew Rue;o ,iea oN 6 (5) (4) ewejp e walqmd a uuad mau e jo) pied aq lleys saa; Ilny'iea,( auo spaaoza luawuopueqe io uoisuadsns ji jo uaaq aney sa6ueyo;I ' (L) ane aa y li q auo papaaoxa Iou sey luawuopueqe io uoisuadsns Rue pue suope~i;ioads pue sueld leui6uo ayl ui apew aq II!m Jo u l unowe ay~Jley-au ou b R ' u a , paim ai llewj l sa6ueyo ou papinad oy ne papuadsns si p z ad e io;pauopueqe o ~o po SReP Qg~ u 6uiplinq ayl (9) io alep anssi waj sRep (09) ~!s uiyl!m paouawwoo lou si pazuoy)ne ~jom ay~ (tl)1! andxa lI¢ys 1!wuad siyl Al!o a43 (Z) ;o saouewpio alqeogdde jaylo 6ue io opeio100'86pia 1eayM;o sapoo 6uipling pue suogejn6aa 6uiuoZ ayl ol pue opeJoI 00 as suoisinad ayl yl!M aouepiooae ui panssi sem liwiad siyl o R d (L) ui yp J l e mo ;o 04elg ayl ;o smel ayl ol pafqns si pue uogeoild aled uoilejidx3 J Zk-0 tiFy~,~o L) :Auedwoo oN 9su901-1 leoiueyoayq , alep uopendx3 n Ruedwoo oN asuaoil 6uiqwnld )(011,0 :ale4 ualejidx3 Y dwoo ~ I oN 9su9011 P0140913 s3iun lei;uapisab sauo3g bo02i slleM lenaddy :S1N3WW0'J 1N3W1?Jtld34 Ienaddy :S1N3WW00 SN210AA :Ienoiddy :S1N3WW00 `J 7,?0C 6uiuaZ Ienojddy :S1N3WWOp rhc 1i(Z A1N0 aS[1.LNgw.L2ItldgQ 9AIIQ'71RH ~ pappe'id'bS g r Cf ~ssW ~ ~,lf~n17 1A,,r~ml+~a.*J •-q~rJ~'! n'~n{?n,4~ ON 04~ :)Ijom3aoedd'oasa wz,.,~di~! :(uogduxap) S 1 fl 1ro4? jtioy 7 O i ~ 1da f 3N~JIS (H017tl211NO3)lM3NM0) :xe j, asn uoiaoadsui pIay o>>oafqns sueld 3!iad ~ iapun Wom io;'saoueuipip a6pib lea4MalQeo9ddeJa43ollepue(09UaPop6uiplmga5piy3ea4Ma41431raaauegdwoo 223 M0iA0~ ULjd ~o i i isuodsai n awnsse ~)ey1 pue uogeai~dde siyl uo paluud suogipuoa ; Rl.l.9II 1 $;a23 ~IIiU2d Ile Aq apiqe oi a936e pue peai aney I leyl'ajeiroae aie apew suoge6ape pPe~'uMy~ a sluawamseaw liejey4 'pioow;osuopou~saiiosJuawasea'slueuanoaloa6 i lea )0 68o aUllo suopeln6ai jo sal° $:2ttiEA s aie uoiyeoildde liwiad siyl !q pasodo d ao el,s PI~~ 93asIa141~1e4~Np~ao Aqa a4e -y -T(~ g:a~n i~ uo~;en~e~ aQ uip~ing 1N3W3380tl ONV SNIONtl1S213aN0 d0 38f11tlNDIS 1fO13tlil1NO3/tl3NM0 ~ :auoyd ~ ~(uedwoD 1/-~ Dl7 y7 ~ ~ / • Q4)J.: oN asuao1io;oe~ao ~J"r"ssa1PPN ~ltadad ~crh~-~v~(bLfi) auo9d `c :iauMp Xvadoad ~ wa';"r,aq ,7/T Mol.L dJr7tllf d.il"-7ti 9ArIQ7ln9 ~pd11070J ?IOAlrI1I . . . . . _ . . . ~ ~ . . ~ : City of Wheat Ridge 04 Commercial Electric PERMIT - 081067 ~~IT NO: . 081067. . ISSUEA: 09/12/2008 . ,11DDRESS: 3600.YOUNGFIELD ST . EXPIRES: . 03/11/2009.. IPTION: Repair broken pipe in parking lot btwn 2 polea (Walmart) ,ae,v CONTACTS . . t 303/420-0640Walmart #1208 ~ 770/772-3900 Jamea Coggins 08-0223 Lin R. Rogers Electrical Contr RCEL INFO CODE: UA USE: ~ UA . ~ ~ VISION:~ UA BLOCK/LOT#: 0/ ~ ~ - E SUMMARY ESTIMATED PROJECT VALUATION: 5,000;00 FEES iit Fee . . . ' 144.70 . ~ . ~ . 1 baluation .00 Tax ~ 90. 00. v,mn.. ~.t* ~ . ~ 234.70 . ~ . ~ . ~ . itions: comply w/2003 ISC.& 2005 NEC. . :ehy.ceztify thaC the ee[back dietances proposed by this permit applitation are accurate,.and.do not violate applicable iances;zulee or regulatione of the City of wheat Ridge or covenante, eaeemente or restrictions of record; Chat allaremenee ehovn, andallegations made are accurate; that I have read and agree to abide by all conditionsprinted on t6is. Lcation and that I.asaume full reeponeibility for compliance vith the Wheat Ridge Building Code (I.B.C) andall . other. lcable Wheat Ridge Ordinances, for wonk undez thie permit. Plane aubject to field inspection. . 3ture ofcontractor/owner date . hie permitwaaiseued in accordance with the provieione eet forth in your application and ia eubject to the laweof theCate..of Colorado.and to the Zoning Regulatione and Huilding Codee of Wheat Rid9e, Colorado or any.other applicable rdinancea of theCity. ' his permit shall expire 180 daya from the iesue date. aequeate for an exteneion.mueG be received prior to expiration ate Anexteneion may 6e granted at the dlscretion of the euilding oYficial. . . f this'permit expires, a new permit may be.acquired for a fee of one-half the amount normally required, provided no hdngee have been oY will be made in the original plane and epecifications and any suspeneion or abandonmmt has.not. Xceeded one (1) year. If changee have been or if suspension or abandonment exceede one (4) year, full fees.ahall e paid £ora new permit. . . . o work of any manner ehall be done that will change the natuzal flow of water caueing a drainage problem. 'ontzactor shaSl notify the Building Inepector twenty-four (24) houre in advance.for all inepections and ehall receive ~ritten approval on inepection carfl hefore proceeding with succeseive phaeee ofthe job. 'heieeuance ofa permitoL the approval of drawinga andepecificatione ehall notbe -Conatrued to be a permit for, nor ,n approval of, any violat'on of the provisione of the building codes or any other ordinance, law, rule or re9ulatiorv. ,11 plan review ia syY~jec~jCo Eieldinepectiona. ¢ace T LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. w ~ 0 ~ Q W 2 LL O ~ F U m ~ L y >o[ N 6 0 V N O y ~ C1 m c y O N h 7 ~ N m 0 Z O U W a W Z a N ~ 0 w a N C a E 3 z E a N N N a a ¢ a 0 M3 ~ ~ ~ h R M N ~ ~ M ~n U ~ Z N E Z v . . ~ a } o- W o ~ m u a) y O co o ~ > cc p u U ~ ~ a o O y Z ❑ a . 0 City of Wheat Ridge % Commercial Electric PERMIT - 081067 PERMIT N0: 081067 ISSUED: 09/12/2008 SOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 03/11/2009 DESCRIPTION: Repair broken pipe in parking lot btwn 2 poles (Walmart) CONTACTS owner 303/420-0640 Walmart #1208 gc 770/772-3900 Sames Coggins 08-0223 Lin R. Rogers Electrical Contr PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 144.70 Total Valuation .oo Use Tax 90.00 TOTAL 234.70 Conditions: Must comply w/ 2003 ISC & 2005 NEC. I hereby certify that the setback distances proposed by this permit app!ication are accurate, and do noC violate appli.caCle ordinances, rules ox iegula[ione of the City of WheaC Ridge or coverianCS, easemenGS or restricticns of record; that al.l measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance wiCh the Wheat Ridge Bui.ldirg Code ;I.H.C) and all oGher applic ble Wheat Ridge O nances c~r work under this pe r~iL Plans subject to field inspecGOn. i _;,-`~//5/"? v 1. VThis permit was issued iv acmrdance with the provisions set forth in your applicaCion and is subject [o the laws of [y:e State of Colorado and to the Zoning Regulations acd Huilding Codes of Wheat Ridye, Coloratlr> px any other applicable orflinanCes of the City. 2. This permit shall expire 180 days from the issue date. Requests f.or an extensi.on must be received pri.or Co expizaCOn date. An extension may be gzanted at the discretion of the Building Officia.. 3. If this permi[ expires, a new permit may be acquired for a Eee of one-half che amount normally required, provided no changes have been or wi11 be made in the original plans and sFeciEications ar.d any susnension or abandonmevt has not exceeded one (1) year. If changes have been or iE suspens_on or abandonment exceecs oiae ;Li yeax, full fees shall be paid for a new permit. 4. No work of any manner shall be done that wi11 change che natural flow oE waLer causing a drai.rmge yroblem. 5. Contractor shall notify the Building Inspector twenty-fwr (29`. hours in advance for a2l i.nspections and shall receive written approval on inspection card before proceeding with successive phases of C2e job. 6. The issuance of a permit or the approval of drawings and specifications shall not be conscrued to be a permit for, ncr an approval oE, any violation of the prwisions of [he buildir.g codes or any oChez o-di.nance, law, rule or regulation. All plan review iei su_~jec#fo field inspections. Signature of Chief 99i13/A Official aate INSPECTION RE&EST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. o W"~r City of Wheat Ridge Building Division 7500 W29'" Ave., Wheat Ridge, CO 80033 OffiCe: 303-235-2855 ' Fax: 303-235-2857 Inspection Line: 303-234-5933 PropertyAddress: 3400 ~obw/GSFIgL/~ S7: Property Owner (please print): k✓A,L - Mear /?OS Phone: 30$-•420-b6~lD Maiung Address: ('d different than properry address) Building Permit Application Address' SwsyE AS ABc+vB Ciry, State, Zip: Contractor: /CO&.A'Q3 E-ZCLr=►G Contractor License 44pq Phone: GP3-51G - 738tl Sub Contractors: Electrical City License Comoanv: Plumbing City License Company Mechanical City License Company: Exp. Date: Use of space (description): Deseription of work: QCOAIPQ /3oeiGLa1 [or gsravCW-A.1 Tuo L#r..►r toOV.05 Sq. Ft.IL.Ft added: Squares BTU's Exp. Date: constructlon !as calcvlated p Exp. I Plan Review (due at tirne ofsubmittal): S 1 Gellons Amps owNER/CONTRACTOR sIGNATURE OF UNDERSYnNOING ANO AGREEMENT I hare6y CeAHy Iha[ Ihe 59t6ack distances proposed by Uis pertnit application ere aCCUrela, and do not violate appllCeble orrlinantas, rules or reguiehons uf Ihe Clry of Wheat Ridge or covenants, easements or restrictions of record: that all measuremenls shawn, and allegations made ara accurete; U,at I have read and agrae W abide by all condilions printed on this appllcatlm and mat I assume full responsibiiity for compliance with die Wheat aidge Building Code (I.B.C) and all olher ppllcable Whaat Ridge Ordinances, for vrork untler this permil. Plans suhject 4o flelC inspaufon. GIRLCEONE:: (OWNER) (CON7RACTOR) or PERSONALREPRE3ENTA RA70 PRINTNAME; ✓CddTT L~+~S SIGNA7URE: ~ Date: 7/*y,v8 ZONING COMMENT3: Zoning: Reviewer: Pl1BLIC WORKS COMMENTS: Reviawer. DEPARTMFJNT USE ONLY BUILDING DEPARTMENT COMMENTS: OCGUPANCY: Revi6wer. FlRE DpPARTMENT.: 0 approved W/ COmmeMs 0 disappraved O no feVleW required Bld9 Valuatiorr T00IM Zd-DI2LLD3'!3 13111390H 68CL9i5CZ9 %d3 S6:OT 8009/ZT/80 1 I 1 City Of ~be-at Ridge Conjoiercial Nfiscellan PIERMI'T - 08,0287 PERMZT N0: ~.!0$0287 . . . . ~ . ISSTJED:. 04/01/2608 ~ JOS'.ADDRSS5:.13600 YOVNGF%SLi'S S3' EXPI&SS~: 09/28/2008 D$SCRIPTI6NiTemporary soil. & plant«garden area in.N. parkiag lbt.. r+. CbNTXiCTS *i.,.- . . . . ~ . . . . ~ . owner 303/420-0640 Walmart *w UA ~ ~ ~USE:. ~.~'UA uA . . BLOCK/LOT#:~ 0/ Permit Fee TOTAL . Conditions: ` AT:~~~ OK. :May notr ~ / aau 1.( Z'. 3. ~r . , . . . . . w. w a.+o..~v I . . he'.9eCb :atances proposed.by tH1e permlt epplicatioa are accuzate, and do.not Vio13Gti 8ppliCalLlc- :giila of tHa City of.ifieat Ridge or cwenante, eaaemente ar zeetriCtrana ot re@otH; thst 671 ~ t tlbne made aze aCeurate; that I have read and agree to abide by a11 condikiona t5zWetd on thiii tims Lnll iesponcib111ty fot compliance rith the Nlieat RiQge 8uildirt9 Cbde(1.B.M 'aiu1a17 Gthst 0 7,'dinancle, toc Nt+rk under thie permit. Planeeublect to field inepectlon. -date u9e isauedin acCaIIdanCe with the prwieione set.fbrth.inyour applicatiouand is eULjCCt to Yhe.laVe of tqe :oraQp and'to the Zoniag Regulatione aad Buildin9COdee ofHLleatAidge;COlorado qs any othem applic03e inanCee of the Cil s pesrtatmhall ezi e. tkn eXieneion i th1Q genult Exp1Tl ngee 11a*rt : been or eeded rnu..(i) yaa pald for,a new ph 6 The iseUanca'. of~a "aa appmval Pf, an n;11 pYan rev#ew~ie ~ 38D daNb:.fzam theiesue date. Requeate for an.exYenaion mustbe receiveC prior ko.CrtplYation.,be granteA 8t tha dlacretion of the Bullding Ofiicial. owlded ew 'a ne.wx parn!it maY be.acquired for a fee.oY one-half.the amouni nosmaliy requir69, pY 11 bc uiadjSn the ariginal planaand epeclEicatipne dnfl any auspeneion or.aDandcCaieOt. 1Sae iWt . ! i,K Ctungei have been or if euepeneion orabandonment exdeede,pne (1) yoar, fuYl £eiia'eriaY1 it. . . . . . , . , " - ..ka11Ae dbae that willcfiangethe natural.flow of water caueyxg a draimlgt pYWiltn• . : tGe 9u31Ging Tngpector tw¢n[y-four (24) houss in adbance forall SnepeCtione and sha11 YeCeiMeipOrCtqn eiYd betorepsoceedin9 with eucceeaive Dh&eee.of thg,job. . iq pr the ¢ppscval.oidrawingeand epecificatione.ehall not De coneCrued to be G Dpx°!it fpt, mr~ olatlqn oE;k~se provieione of the building codeaocany otherbsdinaace, law, xvle ba:regulatidn.j¢cC en f1cSd 4nspaeClone. . . , TOfE*Cia~.~ date 1,01te (303)234-.5433BUILDING OFFICE: (303)235-2855 DL 8Y 3PM AN7t HUSINESS DAY FOR INSPECTION THB FOLYOW3NG BMI188S DAI: oe`""EAr,~ City of Wheat Ridge Building Division 7500 W 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 c~LORP~~ Building Permit Application PropertyAddress: 00 i,(taQ }j~~ - Property Owner (please print):L L K ~ v -L Mailing Address: (if different than properfy address) Date: Plan Permit Phone: . 3 o z/'M - 06- yc Address: Ciry State Zip Iy V(;L{ Contractor. Contractor License Sub Contractors: Electrical City License Company: Phone: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: r 5 Construction Value: $ Use of spaCe (deSCription): (as calculated per the Building Valuation Data sheeQ Description of work: ~ ~ ; ~,t Plan Review (due at fime of submiflal): $ ~~~x vkc\ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~cable ordinances, I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate appI~ rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and full allegations made are accurate; lhat I have read and agree fo abide by all condifions printedlheslt Rid e O dinances Sfo~r work responsibility for compliance with the Wheat Ridge 8uiltling Code Q.B.C) and all other app icable VJ 9 under this permit. Plans subject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESENTATIVEOf(OWNER) (CONTRATOR) PRINT NAME'. SIGNATURE: ,,,~~~,```~~~~~'I- DEPARTMENT USE ONLY ZONING COMMENTS:qQ f Y1OCle -C-e la~ Zoning.K Reviewer:~rr PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS'. Reviewer. Dale: OCCUPANCY. FIRE DEPARTMENt'.: ❑ appmved wl commenfs ❑ disappmved ❑ no review required Bldg Valuation: F I h I a M I y J~ ua saooa39 w alp a~ PEE M Ilos 02 NO" 11os 30 0 3N'dd0ad xo~a Dios ~ o 0 a U 3 hid Mil I D D D D A;, D A D D D D D D Y -5 k D D D D fA -i nCi X N w n Ela 03 W C fA -I C C X N cn cn N N ,p ~ w~ n cn to N n (A -I C C co 0 C X 0 n n n n co cn X to cn (A (A -I C C C N n a G C~: C7 v; 'rm m m m N N N N 1I 1 6l S m m m m W W W W ~ ; r; m m m m n n S13S ONIMS SAO. z 0 n n W / j7j G o x n n 'Wn - N o --4- ~s ~ ~ t ~ ~ ~ ~ G ~ 0 ~ ~ ~ , ~ ~ I ~ ~ Q9 ~ ~ ~ . ~ o \ ~ ~ ~ 4-~ h VI) -~v ~ ~ ~fir ~ ~ ~ ~ s ~ p ~ ~ ajF ~ D ~ ~ o ~ ~ ❑ I z CD CD > > o ~ o y o - - m CD ~ ~ : o' oi < ~ m . (D ~ ~ _ ~ Q s y CD c (D CD o ; a ' J a (D ~ ~ y '0 a ~ n ~ y ~ ) o m j. ; o , . , CD ~ - -5 _ N 1 ~ ~ N A b w C- 0 tr D e. a m N N f~p N 3 ~ z o C 7 3 ~ fD ~ 1 i~ J ~ T 1~1 ~n 0 z 0 Cl) ~ m c 0 Z 0 ~ w Z w ; m WC Z CTC ` ~ ° = ao n ~w m m W f/l Z ~ ° y w M T U n = D X = v N v ~ y IR1... . o ~ ❑ CD CD > > o 0 N n < O ~ ~ N 3 y CD N ; f ~ .0 Q C (p C 1 M Q o a . 7 A ~ y N ~ CD (D p d n ~ n N Vo i = o o ,H . ~ CD ~ D w ~ w A b W W I C- 0 c a Q ~ N N N y ~a ~ = Z C 3 N -0 m Z ~ Z S 0 ~ ~ m :,'l I` i ~ O 3 ~ c Z 0 ` v N ; m ~oW< M ` C' r oN~ ~ ~ W y Z W 'p ~ v w y m w~3D ~o O~ cnz 5.3 V~N.m ~ o ;z k ~D 7 '-1 o ~ ❑ (D , z CD (D , 5 0 „ 0 y o ~ m (D 0 ~ ' S, o i o . O c y @ ~ C CD < 1D ~ O n ~I m =3 . ~ v m o CD d CD CD 0 0 ~ 0 m . . _ ,`\o . . . ~ 0 --4. (D m ~ W A ~ w h C- 0 a a a A N N 30 3 `D O .n ,n Z ~ c ~ ~ ~ M ~ ~ ~ C Z O ° v Z n~ m ~ Z cWi, o W < > N . c m ~ O ~w~ v n ° i' m ~~3m CD w-a ~ w-fD v ~ ~y ~m Na v w(D3D • ;n ,n„ ~ cco» ~ y : m 14 ~ o z ~ x m 3 ~ v ❑ a) CD CD j O ~ CD m ! i ` C-) (D . n~ cl O < ~ 7 N , O N ~ p C N n Cr d c m P l m y ~ N ~ a c D y y ~ 0 0 0 ~ Z _ O ~ O 1 ~ A CD y a D ~ ~ ~ w A fn w w h . L O Q ~ a a a N N -0 7 m 3 ~ Z Z o N C 7 "a m CD, W ~ Z y 0 ~ m ~ n O 3 ~ c z ~ O ~ ` v w ; m ~~Cr ~ A zi' oN~ ~ m W N Z w~ ~D 0 m w~3D ~O v~ ui z' ~ m o z x fD 3 ~ HEqT 4 a~ R"°~, City of Wheat Ridge ~oRa Commercial Demolitio PERMIT - 080073 pERM2'f N0: 080073 ISSUED: . 01/28/2008 SOE ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 07/26/2008 :pESCRIPTION: DEMO OF BATHROOM AREAS CONTACTS GC 254/646-2292 MARK TUCKER 08-0013 WESTERN EDGE CONSTRUCTFON OWNER.. . . WALMART . PARCEL INFO . ZONECODE: UA USE: UA SUBDIVISION; 0699 BLOCK/LOT#: 0/ FEE SUMMARY.*• ESTIMATED PROJECT VALUATION: .00 FEES . De[rtolition Fee 50.00 . TOTAL 50.00 ivO/ i: v~l~J Co~sditione : ' FOR'LiEMO OF RESTROOM AREAS ONLY I qexebycertify that the ee[back dietancee propoaed by this pexmit application are accurate, and do not violate applicable ~ord3nancee, rulea or xegulatione of the City of Liheat Ridge or covenante, eaeemente or reetrictione of record; that all meaeViemente ehown, and allegation are accurate; that I have read and agree to abide by all conditiona printed on thie application and that I agg.umC' ull reapone bility for compliance with the wheat Ridge Huilding Code (I.B.C) and all other arFrea. for wotl. undex this permit. Plana aubject to field inepection. SigR9Cure o~ tractor/owner date 1> Tltie permit wae iesued in accordance with the provieione eet forth in your application and is eubject to the lawe of the SCateof Colorado and t0 the Zoning Regulationa and euildin9 Codee of Wheat Rid9e, Colorado or any other applicable 4teinancee of the City. 2. Thia pemit ehall excpire 190 daye from the ieeue date. Requeets for an exteneion muet be receivefl prior to expiration dite.An exteneion may be granted at the diecretion of the euilding Official. . 3. :tf'thie pemit expiree, a new pemit may be acquirefl for a fee of one-half the amount noxmally required, pzovided no . F,hsnges have been or.will be made in the ori91na1 plane and epecificationa and any auapenaion or abandonmenthas not ezbeeded one (1) year. Ifchanges have been or if suapeneion or abandonment exceede one (1) year, full feee shall . tia.paid Eor a new peimit. i.Nowork of any mannerehall be done that will change the natural flow of water caueSng a drainage problem. 5. :COtttraCtor ahall notify the Huildin9 Inepector ewenty-four (24) houra in advance for all inepectione and ehall receive vrtitten appraval on Snepection card before proceeding with eucceeaive phaees of the job. . -6..~'The ieeuance of a pemit or the approval of drawinga and epecifications ehall not be conatrved to be a pemit for, nor -'an approval of, any violation of the proviaiona of the building codee or any other ordinance, law, rule or regulation. All plan review ie eubject to Aiald inepectione. n4i Signdture of Chief Buildiq ialdate , / SNSH$CTION R8QII8S~ LINBs (303)234-5933 BUILDING OFFICE: (303)235-2855 REi~'F~ESTS MUSTBE ~E BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OfWHEqrR City of Wheat Ridge Building Division ~ 7500 W. 29`h Ave., Wheat Ridge, CO 80033 u ~ m. Office: 303-235-2855' Fax: 303-235-2857 o Inspection Line: 303-234-5933 ~LORP~ ~ Property Address: Property Owner (plea Mailing Address: (if diKerent fhan propeRy address) Da=#: PlaPeAddress 3 3~~(v ~ S 2 Z i s City, state zip 7L ~ Contractor: W E ContractorLicense#• Phone:,?" Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company. Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Vaiue: $ DeSCriptiolt of work: (as calcWated per the Bullding Valuatlon Data sheeQ Plan Revlew (due af fime o(submitfal): E Sq. FLlLFt added. Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulatwns of the Ciry of Vvheat Ridge or covenanls, easements or reslridions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with fhe Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under lhis permiL Plans subject to fleld inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: ZONING COMMENTS'. Zoning: Reviewer. PUBLIC WORKS COMMENTS'. Reviewer DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: _ Reviewer FIRE DEPARTMEN7:: ❑ approved w/ commenls ❑ disapproved ❑ no review required I Bldg ValUatlon: Building Permit Application 11/30/2007 01:51 FAx 9132363496 BAR Architecture BIRIR arthitecture November 30, 2007 Christy Shutto City of Wheat Rldge Building Dlvlsion 7500 W. 29'h Avenue Wheat Ridge, CO 80033 Re: Wal-Mart Store #1208- Vlslon Center Remodel - 3600 Youngfield Street Permit No. 07-0012 ProjeCt CanCClldtiOn Dear Christy, Z ooziooz This letter is to advise you that the above referenced projed has been cancelled by Wal-Mart's Store Planning Department. You had informed me this morning, that there Is a plan review Fee due in the amount oF $958.07. I am requesting a check tOday for the plan review fee and will send it to your attenti0n neM Thursday 12-6-07, along with a copy Of thi5 letter. I wanted to send you this notlflcatlon in writing, so that you muld close out your files and discard the dpproved plans. Should you have any further questions, please do not hesltate to contact me. My dired number is (913) 236-3393 :ncerely, Beth Mullaly Permit Coordinator Charles L. Raidl, Archited of Record www.errarN.ram 6700 Mtbch Vlera, Swee 3001 Merriam, KS 66204 MNN 913-262•9095 vut 913-262-9049 kamas Gly I p"WnNlle I DhceMm I san hdntl5m ImmW I mlaml Letter of Transmittal Charlies L. Raidl - Architect To: Attn: Christy Schutto Address: City of Wheat Ridge Community Development Department 7500 W. 291" Avenue Wheat Ridge, CO 80033 Phone: (303) 235-2855 Fax: (303) 235-2857 From: Beth Mullaly, Permit Coordinator Date: December 29, 2006 Re: Wal-Mart Store #1208 Vision Center Takeover (Remodel) Wheat Ridge, CO Project#: 96503432 Via: Fedex 2n° day We transmit the following: Please find enclosed the following for the Vision Center Takeover (Remodel) project for Wal-Mart Store #1208, located 3600 Youngfield Street, Wheat Ridge, C0: 2- full size sets of signed/sealed construction documents 1- Application (project will be going out to bid) 2- original signed/sealed structural calculations 1 - Ligh[ing Compliance Certificate 1- copy of asbestos survey The above documents are being submitted for plan review. The project will be going out to bid once all plan reviews have been approved. The application shows all contrectors "to be bid". The scope of work is a 1,892 s.f. interior remodel of the existing vision center. One se[ of plans has been sutrmitted to Wheat Ridge Fire Pro[ection District for review. There is a current vision center tenant in the store and when their lease expires, Wal-Mart will be remodeling the existing space for a Wal-Mart Vision Center. If you have any questions, please feel free to contact me at (913) 262-9095. Sincerely, Beth Mullaly Permit Coordinator /~SIl._I..x S 1 Be[h Mullaly CC: www.brrarch.com 6700 Antioch Piaza, Suite 300, Merriam, KS 66204 maIrv 913-262-9095 rax 913-262-9044 kansas ciry I benronvwe I Vhoenia I tampa I mlami COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE m ' " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-235-2855) AFPLICATIQN Property Owner: e+r . i N r~ rt ri r i r. , L ~ c Property Address: 3~: e<~ Y _ c~ n~~ c; P rcJE f-+r :-r = ~ ac r) Phone: 3 i~J -`I 1 c- OC:'.i D Conhactor License No.: Company: Phone: r 'U be h.~4 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guildina De pt. Va/uation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and aqree to abide by all PCi[Rlt FeO:$ conditions printed on this application and that I assume full responsibiliry for ~ 6 7 R F ' Pl compliancewiththeWheatRidgeBuildingCode(I.B.C)andallotherapplicableWheat 8I CV18W Be Ridge Ordinances, for work under this permit Plans subject to feld inspection. US0 T3X:$ ( WNER)(CONTRACTOR)~SIGNEDCU~`K ~ ATEi 71I,~t, IpK~, ~ Q TOtal:y (OWNER)(CONTRACTOR):PRIMED =JF-F Ft I C, Iij DATE Ia, I Jq C(, ~ Use of Space (description): rc r; n,+; ~N c~ r ~[-~.,4- . I P Description of work: ~ : e m c c~ c• ( c F P x: J fi: v:~:~~~ C t' ~it- P(' ~ v.:~ 1 r n Ct•.1fFr +Fnt.n+ v4chf-: nC~ 5PC.CI' p ; L.>r_i- ii v fFmLCCG! V .~'C',~ Lryt'~~~'Fv"'• Sq. Ft. addeU r_ COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.FL: G COMMENTS:~( Approval: r/ i / ' ~ ~i W ORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: I lOccupancy: (~l +c br b.cQ Electrical License No: Company: +c nF h: a Plumbing License No: Company: ` Residential Units: ry JR +o nP b•I2 Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance wilh the provisions set forth in your application and is subject to the laws of the State of Colorado and to the 2oning Regulations and Building Codes of W heat Ridge, Cobredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period o( 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage pioblem. (5) Contractor shall notity the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Walls: Roof: Stories: 01/22/2007 03:39 FAX 9132363496 BRR Architecture [a ooi/oos Letter of transmittal Charlies L. Raidl - Architect To: Attn: Krlsty Schutto From: Beth Mullaly, Parmlt Coordlnator Addi'ess: Gty of Whea[ RiAge Da[e: ]anuary 22, 2007 COmmunity Dev2lopment Depariment 7500 W. 290 AvenUC Re: Wai-htart 5[ore #1206 Wheat Ridge, CO 80033 Vlslon Cen[er Takeover (Remodeq Whest Rldge, CO Phone: (303) 235-2855 Project S: 96503432 Fax: (303) 235-2857 Vla: Fax - 5 pages including cover We transmlt the following: Please find encbsed the following For the VI51on Center Tekeover (Rempdel) projeCt for Wal-Mart Store #1208, IpCa[etl 3600 Yaungfield Street, Wheat Ridge, CO: 1- rnpy of Fax dated 1-16-07 from Cathy Pouder at Wheat Rldge Flre Protectlon DlsCrlct Per my conversatlon wlth Chrls [hls af[ernaon, I ro1G her [ha[ we have received condltlonal approval from Flre Marshal Saba for the above reFerenced project. She requested [hac i fax a copy to yaur attennon. 7he condiCOnal approvai is based on requirements during demolklon and constnxtion of the pro)ect. if yvu have any questions, plesse feel Free co contact me a[ (913) 262-9095. Slncerely, Beth MUllgly Fertnlt Coordlnatar IL Ua0 Beth Mullaly CG: w.w.brnrch.can 6700 Mtlxn Hua, Sulu 300, Marriam, KS 66204'wn 913-262-9095 rNt 913-262-9G94 kansas tlry Ibentemrllle I DhoOIX IMmpe I mieml 01/22r'2007 03:39 FAX 9132363496 BRR Architecture Ia002/005 Jan. 16. 2007 9:27AM WHEAT RIDGE FIRE DiSTRICT No, 0109 P. 1 WHEAT RIDGE FIR.E PROTECTION DISTRICT p0 Box 307 • 3880 UPNAM STR6'FCI' • WF1PJ►T RIDGE, GOLORADO 80094-0507 30.3403~5900 • FAXSOS940O330 • WWW.VVRFlRE.oRC FAX TRANSMISSION Pleas¢ deliver the following fax to: NAME: FAX FROM: DA1'E: 1/ 11b10 7 No. of Pa9es (Including thi9 CaN our office if you do not receive all pages. 'rhanks. 3eo v D~~~ &tt ~ 01/22/2007 0339 FAX 9132363496 BRR Architecture [a 003/005 Jan, 16, 2007 9:27AM WHEAT RiDGE FIRE DISTRICT;r .]tt~f eb 45rNo. 0109~! P. 2 - r • . AppllCatlan bste: 07 627 P0►miR NO. Wheat Ridge Ftre protectton DistricE ~ P.O. Box 507 • 3880 Upham Street • Wheat Rldge, Colorado 800340507 x 303-403-5900 Office • 303-940-0350 Fax • www.wrf'ire.org Rf ~l3 ~3~6-3 ~9(o a neme- , adarem Ageift: Addre2s• Buslne55: ~ CbI1tdCC: py Phone; ~ Phanei ~ s smrxtbe 36ove intwmwvn te w Kante, I hm nulwd enA revlewad tb9Inepaebon ComOWnae aM the Fae Sd'edute. Thb pe'mh k the Ir7 ProPeK'/ oF tM Whwk Wdge Rro Prvpetlm clela aM is leald mlpo¢ t0 aMdMJore mnlained hI upon siry fyliute a( arry eopdltlen IetluElnp I'TI failum vF dwmv eI anV pmi[ PaYmait, tlft ovmt b wb3gCt Do immedreta nvantlon and She permh miae W rammad upon demsnd tn a feprcsell~}1ra a~t7N YYh~rtRldO~ ~Y+a 14e19~0U Di5pi4t S~pn■ture o?Applkanr ~ ~ ' N CE: If censtrucden ip,brtsd prlor bo the kwanaa af a Ponnlt, Tf~(3) timar me nermal fee will be aceeased. ~ . rn -ro X 0 &DI*F~131 ~ m n ❑ Taal &dg, ~tlon a New o rarM ❑ fter: rr Feld Inspecdons and Dates: 0 Z Hy rostaticTesCs and Pates: ' O ccmmens: .r --r - - 70 F1RE P APPROVAL TS REQIJLRED PRIORTC THE LSSUAN O . „y ❑ APP ffAAS SUBMIfTED n 0 Y D (Sae m ) y~~ .4 BY T17LE DATE ~/~,/~Jf' • pERMIr ReSu ida FORMULA (~a fa adielYe liesy No. oF 51hes F6ES Inmect W No, of Hours lspecUckn 2 Hours + No, oF PWus 'IMAL FEE$ PU! PINALAPpROVAL M P~id FEid 11 Mdfiod Inltlals ~ ~ BY 'RTI.E DATE IIMPEGfION eY FlRE PROTECRON DISTRICf REQUIREC7 ~"WYEV ❑ NO FlsetNMSGB'mpnaW'+4~c*~or.sv4cn l~eqcaamPu4efd~smB.vnwn "dM~ii5lnedanreat%iP403-RG2 •01/22/2007 0339 FA.X 9132363496 BRR Architecture 1a004/005 Jan.16. 2007 9:21AM WHEAT R1DGE FIRE DISTRICT No.0109 P. 3 ~ WI-IEAT RIDGE FIRE PROTEGTION DISTRIGT p0 BOOC'807 ' 3880 U7H.►1.1 SrREEr • WH6AT RloraE, C:4LORAnO 000944507 . 303403Ca900 • FAX 803a460850 • WvVW.WRFlRE.OR6 Charles Raidl Pu-ck►itect 7anuary 12, 2007 $eth Mullaly , Permit Coordinator 6700 Arnioch Plazs, Suite 300 Merriam, Kansas 66204 Re: 3600 Youngfield Sheet, Wal-mart, Vision Center Remodel. The following requirements aze made uader the 2003 Intarnational Fire Code and N17.P.A. 10 adopted by thc Fize Bosrd ofihe Wheat Ridge Fire Pcotection Discrict aud the City Council of the City of Wheat Ridge, Colo:ado. NDTE: ALL CONTRACTOR YEHICLES AND DEZIYERS FOR CONTRACTORS SHALL NOT BE FARKED.lN THE .F7RE I.ANES AT ANY TlAM A CITY TRAF'F7C SUMMONS yVlLL BE ISSUED AND 7RE . YEHICLE WILL BE TDW'.DAT THE OWNERS EXPENSE DEMOLITION: 1. All paths of egress shall remain clear at all times of construction. 2. A Fire extiaguisher with a minimum rating of 2A- 40BC StlsJl be wiodn 10 :feet of all "HQT WORK" operaticros. 3. Tlxe Fire I7iatcict sbal.l be notified if the sprinlder system is m be down fior greater than the normal work hours of 8 A.M. to 5 PM. 4. ConstraCtion dumpsters shall be greateT than 20 faet from any part of the main building. 5. The Construction area shall renzain "NON SMOKING" at all times. 6. Axeas of sprinkler work shall be protected from ficezing at all times of cflnsrructiozz. CON TRIICTYON 1. A two hour/' Two Huadred P.S.I. Test shall be performed and scheduled witb the Fire Maishal. (Due to the aruount of sprinkler heads and piping w be ehanged) 2. Flans shan be submitted tu the Fire District for the following; • Change ozders for the approved suban.itted plans. U1/22/2007 03:39 FAX 9132363496 BRR Architecture la 005/005 Jan. 16• 2007 9:27AM WHEAT RIDGE FIRE DIS7RIC7 No.0109 P. 4 ' 3. All construction dumpstcrs sW be a minimum of 20 feet form any stinxcture. 4. All Pire Lanes shall remain clear of construction vehicles at a11 tiaues of construction. 5. All Fire Alarms shall remain in-service while work is being performed. The Fire I7istrict shaU be notified of any shut down of these systems. 6. a required fire PXc, ,;sher wich a m;nimum rating of aA-aosc ghau be witlxin 10 feet of all "HOT WORK OPERATION". 7. An emergency phane shall be supplied by the Generat conttactar for j ob site emergencies. 8. All inspections shall be schoduled tbmugh the Fire Dishict and the City Building Department. A minimum of 24 Hour noti.ce. 9. Copies of requirements for submittals of sprinklers are atta.ched to this plan review. lO.All keys to rooms shall be supplied tv tha Fire District for the xequired Kxaox Box. (Master keys shall mateh existing.) 11.771e Life Safety Code shxll be adheted to at all times. (For copies contect me at the Fire Districk.) 12.The Fise Dishict shall be notiSed duxing all rough-in inspections and fizial inspection with a 48 hour notice before. Auy questions mgarding this plan review please contact the Fire District or myself. Reviewed by,~ Dou 7. Saba Fire Maxshal Pire Code Inspectar 4 5083898-66 STOP WORK ORDER You are hereby ordered to stop work located at: ~3~ od yov,~G'FiE~.o By order of the City of Wheat Ridge Building Department for the #Dllowing reasons: ~Ore/l ~~~✓G ,Oo~~ w~T.y~~ ~ 14// l/rvTi~ ~~s ..~~v✓ ~~~r~a~a ~ /~'~"~iy~T ~•~,eed~ T~ This notice may be removed ONLY bv the City of Wheat Ridge Builc Date: l ` ~ Building Inspecto o .HH . . Caity of Wheat Ridge o. Cmmmercial Miscellan PERMIT - 070445 PERMIT NO: : 070445. - ISSUEDd 05/14/2007 JOB At1DR8SS: 3600 YdUNG£ISLDST ..EXPIRES: 11/10J2007 DESCRFPTSON:Remove& replace 9,180 SF aephalt. . C6N`tACT9 ovmer Fial-Mart StoresInc.~~ Gc'~ 303/289-56'86William R. Murphy Jr 07-0096 Murphy Issvestmenta Inc. ~ PARCh"L ~ INFO * * ~ ~ . . . . -ZONE COI1E : UA ~ . . ~ . USE : UA ~ . SUHDIVI9ZON: 0699 . ~ ~ BLOCK/LOT#: a/ p,EE sUMMAI{y ~ ESTIMATED PR0.7ECT VALUATION: ~ 43,68~.00 . . ~ ~ : ~ ~ . ~ . FEES ~ ~ ~ Pex'mit Pee' . . . . ~ . 75~.8.17 . ~ Total Valuation .00~ ~ Use Tax 786.35 ~ . TOTAL:** 1,544.52 ' 73, so Comment s : . . ~ p~, ~ • ft ~ . Cannot take away or add parking stalla w/o prior approval from the Plannin9 Dept. I rier0by cectify [hat Ctieeetback dietancea propoaed try thie pesiuit appliCation are accurate, and,do not violate applicahlEordimnces, sulee or zegU.tiationa of.the City of Nheat RSdgeoz covenante, eaeemente orreetrlctioneof zewrd; t1Wt all measuremeY.tashowA, and.allegations made are accurate; that I have read and agsee to abide by all condiCiona pzinted on thle . app}icatl4n and Clfat Iassume fullzeeponaibility for compliance with the 4lheat Riflge Building Code.(I:H.C) and allother. appllcableWheat Riflge.Ordinancee, tor vorR~vnder thie permiC..Plana evbject to fieldinepection. 6lgnature ot..contractor/otiner date 1:..This pezmit waciasued:ln accordance with the provleione oet iorth in your application and ie.aubjeckto the lawe of the State o! Cblorado and;'Co the Zoning Regulation0 ana eu:iaing coaee of Wtieat Ridge, Cblorado oz anY otheY appliCatile or6inaaceeof the CtCy. 1. Thie pezmlt eMll axpise 180 daye fraa the iBeuedate. Requette foY 8n extenBioR muet be YeCeived pr1oY'to expitation . date. An sxtenelon:may be.granted at.the dlacreGion oE tde8uilding 0£ficial. . 3. If tnlx peiinit expiree, a xlew Rermit may be acquired for a-Eee of one-half the amounC [rornially sequlxeQ, provided.nochaagee.have been os'Will be made in ttieoriginaT plane anfl apecificatione and any euapeneion.oz abandwvnqnt han not . exceedCd one.(1) year, IL ctwngee h§ve been or if euepeneion or abandonment exceede one (1). yoa~r. Eu1S Leea.ehalL be pai8 for aTew p¢Tmlt. 4. No woYk of any mannerehall be done that will change the natural flow of water cauaing a drainage problem. 5.COntrictoSstwll notllythe 9uikdinginepactor twenty-four (24) houre in advance Eoz all inspeCtione.and ehall zeceive written apgroval oninepectloa card baforeproceeding with aucceesive plweee of thejob. .6. The iseuanCe pf a peimit oz theapprwal of drawinge and epecificaeione ehall not be conetrued'to be a.permitfot, nor an appsov of, any violacionof the provieione of the building coUee or any other ordinance, law, zuke or regulation.. pll p Gview is~ ~eCt to field Snspectione. . . l _ _ _ ypgpgcT=pH KgQQa$1'LINB: (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUE6TSMUST BSMADE BY 3PM ANYBUSINESS DAY FOR INSPECTION THE FOLLOWIN6.BUSINESS DAY. May.14, 2001 2t30PM Murphy Asphalt & Coostructlon pF W~qT eUILDING INSPECTION LINE - 303-234•5933 q'o~ CITY OF WHEAT RIDGE ~ ^ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `~~«~p°° MINOR APPLIi Properry Owner: C- Properry Address: '3 (p t7o L{ O1.L ~'~~ct~ • Contractor L«ense No.: , Company: ~kLkk `Y1 U2 5`f`V11Q. w.$s No.1683 P. 8 Building ~ ...amhi;.. Date: PLAN # TION _ Phone: Phone: ~U3-3~-,9'S?-0 K, OWNERICONTRACTOR SIONATURE OF UNDERSTANDING AND AGREEMENT Buildina Dept. Va/uation Figure: $ I hereby cedify that the setback distances propos¢d by Ibis pem+it appfcation are Value: $ ~ accurale and do aol vialate applicable ordinances, rules or regWations of the Cily of _ ls IC~OV~ W heat ftidge or covenanls, easemenis or reslrictions of recvrd; thal all measoremen shawn, and sllegations made are accurale; lhal I have read antl agree to abde by all Permit Fee:$ conditions prinled on this applicalion and Ihat I assume lull responsibilily for plan Review Fee:$ Ridge Ordlna~cesefor Wheat warku~nder gthlsperm LdPlal 6 6ubJec[Ito other f10~dIn5pBCtlonheat Tse Tax:$ _ . Nk,1a , . 14 1 12 Total:$ (OWNEft)(CONTRACTORI:PFINTEO ~ATE Use of Space (description): Descriptlon of work: ~f 14~Pha~ ~.emm.auu,e ~t cn_ 9,I80 Sq. Ft. added COMMENTS: Approval: Zoning: COMMENT51 Approval: ~ORKS COMMFNTS: Approval: BUILD(NG DEPARTMENI' USE ONLY SIC: IRE DEPARTAq~NT COMMEMS: I I Approval: OWa11s Roof Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Dale: Expiration Date: Approval Approval' Approval: lher , appecable ordn na CO esof (1) lloado ed eO the ZOniBg Regulatb s I n1d eutldng l cades o~ Wheat R'dge, I Colorado or i any subjeet the City. (2). .ThispermitshallaXpirr'180daysJromthels,suedate: RequesisforaneztensionmuslbereceiveAprionoexpirationdate.an extensian may be grantad at ihediscroti0n-vl theBuiltling OHiciaf. (3) If ihi5 permit expires, a new permit may 6a acquired for a fee of one-hal) the amounl normally required, provided no Change5 have been or will he made In the original pians and specifications and any suspension or abendonmenl has not exceeded one (1) year, Ii Ch9nges have 6eCn orif suspension or abandonment exceeds one (1) year, tullie0s shall be paid for a new perTk. (4) No work of any manner Shell be dOn¢ that will change the nalural flaw ot waler tausing a dreinage problem. (5) Conlraclor 6hall noti(y the 8uilding Inspector iwenry-four (7A) h0uf5 in a0vance for all inspactions and shall retelve w1ilten approvel on inspeclion card before proceeding wilh successive phases ot the Job. (6) The Issuanee of a permit or the apprwal ot drawings and specJficalions shall nol he con9trued to bE a permit for, nor an approval of, any violation of ihe provisions of the builtling codes or any other ordinance, law, rule or reguWliOn. All plan review Is subJett to field inspections. Chief 6uilding Official 7 f . . : . . . . T C1ty orf'Wheat Ridge C0mmercW:Tlumbing PE MT - 4710308 ~ PERMIT *i 0740306- ' TSSt1~a'., 04/23/807 JOB~AI7bR$6$z, 3660 YOVN4ST;SF+T) ST 10/16/2067 . . , DESGRIOirial. plumbing tTirn owneY '46/534-6245 . . _Da-Vi Xai~8.' gc '..,303/~71-5114 K~.~. A&t~rq' . 6-0155 baYVinfi &dwer S¢rw'ice InC., PAFtCBL`'` ~ ' SONSi C0r18 c; UA Um UA SCM2V28Z#N? U31 BEACIC/IAT#: 0/ wx ggy'g ~'p(~,;i w,q( $$TIMPaTEDPRO.TL''C'T VALUA',CION: 2.1000 .qO.. FHBS PeYmit I~bo;~ . 90.10.. . . . ~ Total Valuatibn ' .00 U9a TFM , ' . . 36.00_ . ' .r* '.xp$,*~, ..126.10 i, , : , - . ' . , : ` ' CO17110ET1C8 : . I hexeCy'.cartihf~y' Clllat tHrtAtbhCk diet~bms D*+4P~4 b1' this pezmiC appllCaClon a;e accuYaCS, aa6 i!d not uialate app23calsle . iRa~7Cei+~,lq aT reguiaKiqn4 @t:tha CSEy 4L Nhe+C Rldgd or covln$nke, aavam#nte or reBtYiCkion4Of ra2cord:~.Ehat a11 : - prd "~w± mdacuseaM1elkS~ eRiotitn. atid atlegationsmado ,#~ze a0N%ate; that I riave re.d aad agYae to ablde by a1I Cosrditiorso pr4nted ce~. Chis ~ pppxyq"ydqY N tvae 11 ~ilH~.11EY for c4mpliacce ~+ith the NtlVedt. H4dge pullding Cbde. (1•H.C) aaid all othet. a app11 thie parli C. Pl svCj44C tW ESe19 inePeCtioh. . . ~ ~ . ~iow,er c 1. pkrait:wa0. ia9tAsd in acdaYdance rltri Clse prrnieiona eet fozth in your:appllcation and Sa #utrJect Co the lave of thtb , Ctti 4Si Calo4t'ado a,ad...tq the Zqnin9 RegulatlOrie andBuildiRg Cadee oi Wheab.RiBga, Colozadp oY any oC}t!r applieable 9Yd4aomCA!!°d&Che C$.ty. . , . + , , . 2. ThiB yRSiR~.t;61 a}A sxpire 299 Obys fgom the 3#P~ ~te.: Requoste for an ¢#4nq3~ met....be reoeived pYt,oY Ca.expiration.., ..dat¢. OxCpWt*cu+ may be 9xanted ot 4hr Qi4~rsCion ot the Bui181n9 Offleial. . 3. IE Chi0S~ axpires', a rnw [Yei'miC 1NY~be scVira8Los a feeoi one-hbIY the amount -smdlly ratjuiYddx 'p2evided xYb changa* lawYk r~ C!k+ri es vriil 6e m'sda iri Crie aYi3inal pYane and:epacificaelona:tne a*sY eueptnaion ar'.:abandmlLASnt hae not . : o¢emdq3 F!¢," 11Y Y~:.IE ahstig0m Gavq peAFn Qr.lf.8usp¢ne}op ox aban9oidpenC excesde one 4,~) YR.aY, LuFl,la6e ahall De ppJ~d fio}'r a;iiltlv+'''ytzmit. . . . . a. Dto wFSrk~af yxiy manqer ehall 6q doIIC theF wtll chanqe the mturnl florr at watBr caueing a draliaage Piwb1SK•.-.. 5.. C'oxxtraicCOr!-ehefil ndilfy the BuYldi[tg IumpeCtor CrreakY-fbur (24) house in8dvanCe for all inspuGtiOne "4'ehe11 recFive vsiLtma ~1 op ina.peckioet CarB begd7Ce,y.ro~ee8ing.wltri aucceadiv4 PLasee of the joD. 6. Trie 1aNi'ip~+~lY~ e pesthlt 6r CLe.',aPpseS!81 <+f 4~'a++in9s and epeciYicat4one ahall noG be~conoCruld ta Gc a pAsaillt £ox, nar ~ w~,~eia3.aE~ai at tfi! p~'QV1s.YOne afChe bu1181ug. cedes o~ aity other oYditl'anCe, ]aw, rule,psregulation:. 71~3,; -,S s6u1s7ect e eia insP~'tiione. . . . . r stgc~acure o ~I.e~ suikuzug attio.al;. . aace . . I~~~r~1'~#1`~~'~L3N8i (r303}'~~4w~837- HUIY,IIiNS4 OF~FIC~: (303)235-2855 REQt1~S"~: MV~w'nC 8~ MADS 8Y 3PM' A~Y $iU~`INESS DAY FOR INSP~.C'TIQN THBPOL1,0W2NO SIMME35 DAY. ' . r % _ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. oF w"Eqr p BUILDING INSPECTION LINE - 303-234•5933 Date: ^ ~ CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-235-2855) PLAN # ~~ioRno° A"N"A AI)0I TeA'T'•Fn1\T w- I N ' Property Owner: 6 Property Address: 3(~ (jp Phone: g6(, s3y-4a y~s Contractor License No.: 02-(}/ Q 5 Company: 64Rvl NC Sw02 f'rlZU(Clr Phone: --f03 ;4r/ Sj/ h~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDIN6 AND AGREEMENT I Buildin~Valuation Figure: $ . DQCJ I hereby certify tha[ the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulalions of the Ciry of Value:$ Wheat Ridge or covenants, easements or restrictions of record; ihat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Pep'nlt Fee: $ condidons printed on this application and that I assume full responsibility for li ithth Wh tRid B ildi C d I B PLai1ReV10WFe8:$ comp ancew e ea ge ng .C)andallotherapplicableWheat u o e( . Ridge Ordinances, forwork under this permit Plans subJect to field inspection. USe TaX:$ (OWNER)(CONTRACTOR):SIGNED j~C~, DATE EJ O TOY3L$ (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: Sq.Ft.added (1) This permit was issued in accordance with the provisions sel forth in your applicalion and is subject to the laws of the Slate of Cobrado and to the Zoning Regulations and Building Codes of Wheal Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the oriqinal plans and specifications and any suspension or abandonment has notexceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full (ees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of waler causing a drainage problem. (5) Contraclor shail nofi(y the Building Inspector twenty-four (24) hours in advance for all inspec6ons and shall receive written approval on inspeclion card before proceeding with successive phases of the job. . (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Electrical License No: Plumbing License No: 000iB'2903 Mechanical License No: Company: Company: 67WNA S SL?VL'fz Company: Xet✓i Gi.~ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 060283 Issued: 04/17/07 ipulations: Da-Vi Nail salon rhis certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. Owner: Walmart 5805 So. Stdte St. Murray, UT 84107 f- 801-596-3033 Contractor: Site Address: 3600 YOUNGFIELD ST Parcel Number: 39-292-00-002 For the Following Purpose: Unassigned Code Editions ~ 2003 ICC/2002 NEC 1997 UBC/2002 NEC ~ SP4 a Chief Building Ins NO change shall be made in the USE of this building without prior notice and a new Certificate of OCCUPANCY From the City of Wheat Ridge C~E 3ector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES ff INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 c~rInsaectfon Llne (303) 2345933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address ~(Zt Buiiding Permit No. Owner I A )G _Jrn.Z Contractor CONCREfE SLAB FIOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) fL, Alnr D~ ~o Ci nno INSPECTOR MUST SIGN ALL SPACES I FWNDATION INSPECTIONS DATE APPROVAL DISAPPROVAI Footings/Caissons Stemwall Reinforcing a Monolithic Weatherproof / French Drain WatedSewer Service Lines r VUK IYV V V19l0rt0iCvn ~ 1~ r~o~+ f Issued Type - G Occupancy O u_~ ~l <R l C , U , ~S 1SS~.-.~ ~ ~/-596-3033 Electrical Service y f , Raigh Elec6tic Rough Plumbing Air Test Gas Piping Rcxigh Mechanical Framing ~ Roofing Insulation Drywall Screw ~ INALS A. j pectrical Plumbing cA _ .c a~ Mechanical c-i- 'cl'1 1~ reme i interior Finish n t o ,o+ ISO R.O.W 8 Drainage Fire Department ` • ` ~t~ parking 8 Landscaping ""'`NOTE: ADDI TIONAL /NSPECT/ONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL GERTIFO ATE OF OCCUPANCY IS ISSUED I ~fo PROTECT THIS CARD FROM THE WEATHER ~x:; City of Wheat Ridge ' Commercial Electric PERMIT - 070305 PERMIT NO: 070305 ISSUED: 04/12/2007 JOBADDRESS: 3600 YOUNGFIELD ST EXPIRES: 10/09/2007 DESCRIPTION: change outlets to GFI, add frog eyes, othere per SWO CONTACT5*** owner Walmart ten 866/534-6245 Tina Sperry gc 303/424-4374 Mark Sradley 01-8594 Bradley Electric, Inc. , PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 200.00 FEES Permit Fee 30.55 Total Valuation .00 so Uae Tax 3.60 TOTAL 34.15 . Comments: Must meet 2005 NEC subject to field inspection I hereby tertify that the setback dietancea propoaed by thie permit application are accurate, and do no[ violate applicable ozdinancee, zulee or regula[Sone of the City of wheat Ridge or covenante, eaeemente or restrictione of record; ehat all measuremente ehown, and allegatione made are accurate; that I have read and agree to abide by all conditione printed on thia applica[ion and that I asaume full reeponeibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other applicable Wheat Ridge Ordinancee, for work undez thie pernit. Plane subject to field inepection. of 1. Thie peimit wae iseued in accordance with the provieiona set forth in youi application and is aubject to the laws of Che State of Colorado and to the Zoning Regulations and Building Codee of wheat Rid9e, Colorado or any other applicable oYdinanCee of the City. 2. Thie peimit ehall expire 180 daya from the iaeue date. Requeeta for an exteneion muet be received prior to expiration date. An exteneion may be granted at the diecretion of the Huilding official. 3. If thie pexmit expires, a new permit may be acquired for a fee of one-half the amount normally required,provided no changee have been or will be made in the original plans and specificatione and any auepenaion or abandonment has not exceede6 one (1) year. If changee have been or if suepeneion or abandonment exteede one (1) year, full feee ehall be paid for a new permit. 4. No work of any manner ahall be done that will change the natural flow of water caueing a drainage problem. 5. Contractor ehall notify the Building inapecmr twenty-four (23) hours in advance for all inepectione and shall receive written approval on inepection card befoze proceeding with eucceeeive phaeee of the job. 6. The iaeuance of a permit or the appYoval of drawinge and epecificationa ehall not be conetrued tobe a permi[ for, nor an approval of, anyj/ lation of the eione of the building codee or any other ordinance, law, rule or regulation. All plan reviewyf~Sy~ject tjJftie in ione. Signature INSYBCTION RSQIISST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS M[JST BE MADEBY3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF W"E^r,~ BUILDING INSPECTION 61NE • 303-234-5933 Date: ~ a qTY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE pLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) cOLORPO~ . 1K2I11"Ql\ ~PLICATION Property Owner: (,~/Y ~Jq r f' Property Address: 3(~ 170 / v, Phone- Contractor License No.: z '1-3 Company Ye, 6//~e c- Phone: 303 L/Z C/ /~7 OWNER/CONTRACTOR SIGNATURE OP UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permd applica6on are accurate, and do not violate applicable ordinances, mles or regulations of the City of Value:$ ~jC'J Wheat Ridge or covenants, easemenls or restrictions of record; thatall measurements shown, and allegalions made are accurate; that I have read and agree lo abide by all POririlt FeO:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat P1~21 ReV1eW F80:~ Ridge Ordinances, for work under this permiL Plans subJect to field inspection. jJ50 TBX : ~DATE ~ G ~ (OWNER)(CONTRACTOR):SIGNED~ 1 TOY.$1:$ n (CONTRACTOR):PRINTED /'/erl/ , 6✓G~'4 !L[~ DATEy I1' U OWNER ) ( Use of Space (description): Description of work: e )L a „ e Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Watls: Roof: Stories: Residential Units: Electrical License No: -Z L 3 Plumbing License No: Mechanical License No: Company: f Company: Company: Expiration Date: Expiration Date: Expiration Date: ApprovaP ApprovaL Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning RegulaGons and Building Codes of Wheat Ridge, Cobrado or any other applicable ordinancesof the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permil ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of waler causing a drainage pmblem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall nol be construed to be a permit for, nor an approval of, any violation of the pmvisions of the building codes or any other ordinance, law, rule or regulafion. All plan review is subject to field inspections. Jan.15. 2001 9:53FM WHzAT RI9GE fIRE DiS_IR;Cr No.O1Ci i WHEAT RIDGE FIRE PROTECTION D15TRICT PO BoX 507 , 38$0 UPHAM $TREET • WHEAT RID6E, COLORADO 800340507 3034035900 • FAX30394C-0350 • WWW,WRFIRE.ORG Charles Raidl Architect January 12, 2007 Bet1z Mullaly , Pernut Coordinator 6700 Antioch Plaza, Suite 300 Merriam, Kansas 66204 Re: 3600 Youngfield Street, Wal-mart, Vision Center Remodel. Jan.15. 2001 9:53RM WHEAT RIDGE FIRE DISTRICT No.0101 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO HOX S07 •.9BBQ UPHAM STREET • WHEAT RIDCiE, COLORADO 80034-0507 . 803-4095900 • FAX 30"400350 • WNIW.WRPIR6.ORG C}lAileB R31dl AI'Ch1t8CL J8Lil13T,}' 12, 2007 Beth Mullaly, Pernut Coordinator 6700 Antioch Plaza, Suite 300 Merriam, Kansas 66204 Re: 3600 Youngfield Street, Wal-mart, Vision Center Remodel. 'T'he following requiremezxts are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE: ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SH.ALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME. A CIT3' TRAFFIC SUMMONS WWILL 8E ISSUED AND TK8 VEHl'CLE WILL BE TOWE'D AT THB OWNERS EXPENSE. DEMOLITION: 1. All paths of egress shall remaixi cleax at all times of construction. 2. A Fire extinguisher with a minimum rating of 2A- 40BC shall be wiflun 10 feet of all "HOT WORK" opeiations. 3. The Fire District shall be nofified if the sprinkler system is to be down for greater than the normal work hours of 8 A.M. to 5 P.M. 4. Construction dwnpsters shall be greater than 20 feet from any part of the main building. 5. The Constnrction area shall remain "NON SMOKING" at all tunes. 6. Areas of sprinkler work shall be pratected from freezing at all times of construction. CONSTRUCTION 1. A two hour/ Two Hundred P.S.I. Test shall be performed and scheduled with the Fire Marshal. (Due to the amount of sprinklex heads and piping to be changed.) 2. Plans shall be submitted to the Fire District for the following; 9 Change orders for the approved submitted plans. Jan. 15. 2001 9:53AM WHERT RIDGE FIRE DISTRICT No.0101 P. 3 3. All construction dumpsters shall be a minunum of 20 feet form any structure. 4. All Fire Lanes sha11 remain clear of construction vehicles at all times of construction. 5. All Fire Alarms shall remain in-service while work is being performed. The Fire District sha11 be notified of any shut down of these systems. 6. A requixed fire extinguisher with a minimum rating of 2A40BC shall be within 10 feet of all "HOT WORK OPERATION". 7. An emergency phone shall be supplied by the General contractor for job site emergeticies. 8. All inspeetions shall be scheduled through the Fire District and the City Building Deparhnent. A minimum of 24 Houx notice. 9. Copies of requirements for submittals of sprinklers are attached to this plan review. 1 0.A11 keys to rooms sha11 be supplied to the Fire DisUrict for tlze xequired Knox Box. (Master keys shall match existing.) 11.The Life Safety Code shall be adhered to at ail times. (For copies contact me at the Fire Disbrict.) 12.7he Fire District sha11 be nohfied during all rough-in inspections and fmal inspection with a 48 hour not3ce before. Any questions regarding this plan review please contact the Fire District ar myself. Reviewed by Dou J. Saba Fire Marshal Fixe Code Inspector # 5083898-66 o~ WHE4rq City of Wheat Ridge °ot 0 R15° Miscellaneous PERMIT - 070198 PERMIT NO: 070198 ISSUED: 03/15/2007 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 09/11/2007 DESCRIPTION: temporary plant sales lot CONTACTS owner 303/420-0640 Brad Krueger Walmart PARCEL INFO ~ ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 Permit Fee 30.55 TOTAL 30.55 ff:+,. PIc2.^.;. R'rtso~ iee ~ nr. rjs Comments: . j ~'•'r,t MR : OK ] t.~~~ KS: Cannot encroach or block the fire lanes. C~rc~jrc I hereby cer[ify that the setback distances proposed by this permit applica[ion are accurate, and do not violate applicable ordinances, rules or regulations of the City of WheaC Ridge or covenants, easements or restrictions oE record; that all measurements shown, and allegations made are accurate; tha[ I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Huilding Code (I.B.C) and all other appliS>~P'RidW Ordinances, for work under this permit. Plans subject to £ield inspection. of contractor/owner ' date 1. This permit was issued in accordance with the provisions se[ Eorth in your application and is subject to the laws of the State of Colorado and to the Zonin9 Regulations and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit sha11 expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted a[ the discretion of the Building Official. 3. If this permit expires, a new permi[ may be acquired for a fee of onehalf the amounG normally reqaired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has no[ exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one ;1; year, full fees shall be paid for a new permit. 4. No work of any manner sha11 be done that wi11 change the natural flow of water causing a drainage problem. 5. Contractor ahall notify the Building mspector twenty-four (24) hours in advance for a11 inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be cons[rued to be a peYmit for, nor an approval y vio SS-6£-t~ie provisions of the building codes or any other ordinance, law, rvle or regulation. All p1an.re~~s ~ect to fis}rl--inspections. Signature of Chief Huilding Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR ZNSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oE w"Eqr ~ BUILDING INSPECTION IINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303•235-2855) PLAN #~,QOjv M11lrOIt AFl'~.I.F~ATIf1tV PropertyOwner:~,✓a~- ~ PropertyAddress:36U(J Phone: ~6~yI) . Contractor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT Buildina Dept. Valuation Figure: S I hereby certify lhat [he setback dislances proposed by this permit applicafion are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; ihat all measurements shown, and allegations made are accurate; that I have read and agree lo abide by all conditions printed on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, for work under this permit Plans subject to field inspection. (OW NER)(CONTRACTOR), (OWNER)(GONTRAQOR):PRINTED DATE Use of Space (description):_ Description of work: T 1 ~ Sq.Ft.added AWA-~-:~' 14e-" la r Value:$ y3' Permit Fee:$ Plan Review Fee:$ Use Taat:$ Total:$ recelve 3 / 5o Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Cobrado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within siXly (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee o( one-half the amount normalty required, provided no changes have been or will be made in the original pians and specifications and any suspension or abandonment has notexceeded one (i ) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of waler causing a drainage problem. (5) Contraclor shall notiTy the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card 6efore proceeding with successive phases of the job. (6~ The issuance of a permit or the approval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of [he provisions of the building codes or any olher ordinance, law, rule or regulaGon. All plan review is subject to field inspections. Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: v m ~ W G w' A 0 o ~ ~m w~ W = ' O 7 N S v `m Q N N 7 3 N a m 0 ~ 0 ~ 3 N a ~ 0 = 0 ~ ~ ] C- ~ o a D a a w N O ~ 0 O ~ C (D Z n (D w 0 0 wNm OW ~ G m ~ N5. r ZNN 0 0 F* om <Z 0 CD y ~ 0 0 ~m ~ ~ om- w N 7 ~ w0 A p W fCD'1 o ~ ~ N S ~ (D ~ N ~ CD :0 ar (D~ d O A N a (D n 0 ~ 0) 8 G ~ ~ ti C- 0 U D a a (D N N ` I r~ ~ ~ n = ~ ~ r, .•~J 5 N V ID c) = w0 = 0 ~ N w N N W N N = n (D ~ C Z ~ cn m (D< :2 m Fr (D O N ~ vrn z N 'i 5.0 ~m ~ ~ ac~ ~ ~ 3 V 7 ~ °0 r am A C7 ~ r. O 7 N 3 N < N Q N (D 7 N a m ~ m 0 ~ 'm ~ N ~ ~ ~ 0 3 ~ ~ ~ ~ ~ I'v ~ L O Q a Q a N (A ` / 0 0 ~ C 0 CD Mi 0 Z ~ ~ W 3 ~ ~ (O) ~~T1 OW CD < ~ N r' n Z~N ~ 0 C) m z y ~ 0 0 M rn ~ ~ F y1HE4l City of Wheat Ridge °OLoRaoo Comm. Tenant Finish PERMIT - 060283 PERMIT NO: 060283 ISSUED: 04/25/2006 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 10/25/2007 DESCRIPTION: Tenant Improvement - Nail Salon CONTACTS 06-0030 Westridge Construction gc 801/231-8500 Joshua Crowther Walmart owner sub 303/985-1391 Mark Mi11er 02-0166 Mr. Electric of Jefferson oun pARCEL INFO USE: UA ZONE CODE: UA BLOCK/LOT#~ Q~ SUBDIVISION: UA ESTIMATED PROJECT VALUATION: 6,000.00 FEE SUMMARY FEES 162.90 Permit Fee Plan Review Fee 105.89 Total Valuation .00 108.00 Use Tax TOTAL 376.79 Comments: . Tenant Improvement - Nail Salon . T hereby certify that the setback distances proposed by this permit applicaeion are accurate, and do noe violate applicable ordinancea, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; thae all measurements ahown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appliCation and that S assume full responsibility for compliance with the wheat Ridge Building Code Q.B.C) and all other applicable wheat Aid9e Ordinances, for work under this permiL Plans subject to field inspection. Signature of contractor/owner applicablef the ar the 1. This permit was ieeued in accordance with the provisions set forth in your applicatColion State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, ordinances of the City. 2. Thia permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or B t e building authorized ie suspended or abandoned for a period of 180 days. rovided no 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normallY required, p has changes have been or wi11 be made in the original plans and specifications and any suspension abfualnEees sha11 t exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, be paid for a new permit. 4. No work of any manner shall be done that wi11 change the natural flow of water causing a drainage prob em. 5. Contractor shall notify the Building Inspector twenty-four (29) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The iasuance of a permit or Che approval of drawings and specifications shall not be construedltW brulePOr regulation an approval of, any v ion ' ions of the building codes or any other ordinance, ct eld ns A71 plan reviewJ.Ss fi ~ date Signature of Chief Building Of£ical INSPECTION REQVEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUSTBE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i of Wheat Ridae PRESCRIPTIVE ENERGY CODE BOILERS 1 FURNACES A MINIMUM 0_ : tCTOR GA$ WATER HEATERS A MINIMUM ' FK,~TOR ELECTRIC WATER HEATFRS " , C HEAT) SETBACK THERM^::"~''' ,,;ES R•21 WALLS . F: °F wHEArP~ ~ Cit~/ Of Wheat RIdg2 Building Permit Numbe` U Community Developmenf Department Date: ~~l ORA00 0 MINOll BFOIIsldINSF PERt6'1.If TAPPLF CA.[:l ON Properry Owner: (,✓ci - Mc.r t Property Address: 3(p00 3'au "J S-F ; ClcC Phone: Contractor License No.: S `i 4 a y- S b o 1 CompanY: [✓PS 7- fi i -10 c Phone: ~~od Tq / -S~20 OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT I Buildinp Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ 6, 0 60 Wheat Ridge or covenants, easements or restrictions of record; thatall measurements . shown, and allegations made are accurate; that I have read and agree to abide by all PEII111Y FeO:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat P1az1R0V10WF0e:$ Ridge Ordinances, for work under this permit. Plans subJect to field Inspection. jJSe T3X:$ (OWNER)(CONTRACTOR):SIGNED<fsrC>f '!A DATEyjY-66 TOYal.$ (OWNER)(CONTRACTOR):PRINTEOkQW1 T Yy' G DATEyc Use of Space (description)~J-'_NnyYl ~ -I NnPYGIicweYfi ~ Description of work: (S~.c G~~q fc~~~~/ S/~ce.~ Sf~c o~ w+~rk ) Sq.Ft.added V ~ e4 ~ ~ BUILDIN(> DEPAR =NTS: iing: ~ v1ENTS: ~OTES rval: ~ ~1y.1 e , ~f.ts-o6 COMMENTS: / rval: :NT COMMENTS: val: Y ~J_C: Sq.Ft.: ~ FLE Walls: Roof: Stories: Residential Units: Electrical License No: ~ F?)umbing License No: ' Mechanical License Nq: Company: - Company: Company: ~ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes ot Wheat Ridge, Colorado orany other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes havebeenorwillbemadeintheoriginalplansandspecifcationsandanysuspensionorabandonmenthasnotexceededone (i ) year. If changes have been or ii suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contraclor shali notify the Building Inspector lwenly-four (24) hours in advance for aii inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. . (6) The issuance of a permit or the approval of drawings and specifications shall not be consirued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is su6Ject to fleld Inspectlons.. Chief Building Officiai City of Wheat°Ridge Building Permit Submittal List The following items are r quired e minor buiiding permit submittal for the property located at S~6~ . If any of the required items are not included in the submittal, the submittal vlill be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by:XBuilding ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: dout DOCUMENTATION: 9 One (1) completed building permit application rst Mlvto~- ° . Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29~' Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridqe.co.us Da Vi Nails 1809 S. 900 West Sait lakc Ciry, Uceh 64104 1-(801)898-7098 1-(801) 596•3033 Fax 01/11/05 Re: Narrative (Scope of Work) Dear.Plans Examiner, Da Vi Nails is leasing a small tenant space Inside the Walmart lowtion. The tenant space is located in the front of the bullding as you enter from elther side in line with other tenant lease spaces. Sheet A1 shows Me location. The space is existing and has been furnished to us as a`Whtte Box Fnish', It includes existinq Nooring, meWl stud & 9ypsum board walis, lay.in celling grid , tile and light fixtures. Approximatley 6 ouUets on side walls and 2 in the rear of the space, cnmpleted Flre alartn and sprinklers systems. This new tenant space Inside of Walmart that we have leased Is going to be a nafl and manicure salon. We are adding a storage room constructed of ineWl stud walls with gyp. bd. both Sides painted, it ex[ends to 7'-4" above finish ceilln9 so as to not intefiere with the Flre sprinkler system. The storage room will have a 40 gallon water heater. We are also adding (1) sink, (3) Dedicure chairs, (6) counters and manicure stations. We are adding a Iight weight (30 Ibs.) Exhaust fan to the roof and routing diffuser locatlons to the different stadons to exhaust Che smells from the stations to the outside air. Electrical outlets will be changed at the pedicure spas to have GFI protection. All work will be completed per local accepted codes and ordinances as outlined in [he Construction documents. We are also attaching the cut sheets for the pedicure spas and UL Listing. If you have further ques[ions, please do not hesitate to contad me. In Ki ~chael S egrud TenantI rovement Coordinator/ Construction Manager SA Consulting 1809 S. 900 West Salt Lake City, UWh 84130 801-898-7098 rr~siz:;ruui:ac'.corr~ v 1 r ~ 3~ `W ~ J i 1 , 1 p i~ ~R f I' V G N RA GON~TRUCTION OTE E E L. 1, GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ROOM FIHISN SCF~OUIE CLEARANCES AND REQUIREMENTS SHOWN CAN NOT BE ACHIEVED. i. GENERAL CDNTRACTDR TD FIELDVERIFY ALL EXISTING CONDITIDNB AND DIMENSIONS. 8, G.C. 8HALL FIELD YERIFI WORK DESCRIBED IN THESE PLANS TO 8E COMPLETED ACCORDING TO WHERE EXISTINb SURFACES ARE TO REMAIN, PATCM TENANT SPACE CDNDiTION, LOCAL APPLICABLE CODES. REFER TO CODE REQUIREMENTS THIS SHE~TT T E N A N T ~ 6d W n ~ r AND REPAIR A8 NECESSARY Tp HATCH EXISIING, CDNTACT MICHAEL SHEGRUC D. ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS & SPECIATIONS a. CLEAN, REPAIR. DR REPLACE ANY /ALL CALIFORNIA NAILS t$01> ANY ~ dLL DISCREPANCIES ARE TO $E BROUGHT TO 1HE ATTENTION 6~ C.N. ~ ~ ~ I ~ ~ t I B DAMAGED, DIRTY, pR BROKEN FLppR TILES A8 7. G.t:. TD FIELD VERIFY 8E REQUIREp Tp MAKE "LIKE NEW"°t MATCH EXISTINGI EXISTENCE. CDNTACT WAL- g. G.C. TO COORDINATE CONSTRUCTION TINE W/ LANDLORD FOR - F100R TILES SUPPLIED BY WAi.-MART AND IN8TALLED FDR ORDERING GATE IF NE ALL PHASES OF THE WORK, ANY SHUT DOWN OF UTILITIES D A V I CI T R LION G ~ P r ~ ~ { d ~ n BY GENERAL cpNrRACDR NEED TO BE COORDINATED W/ THE LANDLORD W/ MIN. 4B HR, NOTIf~, 3. REPAIR AND REPLACE EXIBTINtl CEILING TILES AND GRID A8 REQUIRED 40 MAKE 8. DO NOT ALLOW DUST, ODOR5 OR FUME5 Tq MIGRATE INTO ADJACENT dANT ~ 299 EST SR TH , CEILING LIKE NEW' (MATCH E%I8TING) CEILING AREAS if h TILES SUPPLIED BY WAL-MART AND INSTALLED SALT ~~I\~ t,IT 1 , UTHH 8Y GENERAL CONTRAC70R. A. NEN 4" VINYL BASE t8-1) 70 BE INSTALLEp ON ALL INTERIOR WAItS. CDNTACT, MICHAEL BHEGRUD 5. O.C. 8HALL INSURE THAT KEYS3T0 EXISTINQ n p) (pp(~t yy p ~j '7 SECURITY 6ATE8 ARE PLACED Ik~ ELEGTRICAI. PHONE C U~1 1 898- / ~~S CABINET DR GIVEN TD ON-SITE „TENANT MANAGER E-MAIL: mshe rud~networld.com UPON CDHPLETION OF SPACE. AC,T. ACOUSTICAL TILE F,S. FLDOA SINK ID'S, Rt3DFIH0 LANDLQRq ADJ. AOJUSTTSLE FT. FOOT twt. ApOM ~OTES { A.F.F. AROVE fiDiISN fLODA FTS. FDDTTN6 R,D. ROUGH IkENINO FIRE SPRINKLER AND ALARM SYSTEMS ARE EXISTING WAL MAH.T i~EALTY lT dIR CfYtD; ATR CDrATITIONTNO FDt. FOUNOAT%ON iVJB, RUBBER WE INSTALL A SMALL STORAGE ROOM, HOWEVER IE HptD THE ~r A~SER BASE WALLS TO 7'-9" A,F,F. PER SECTION SHEET A4 AHD LEAVE ALUM. kGUHINWM SA. OAUOE A,B. L 7 APPROX, APPROXIHATE 6,C. t~NEAAL CONTRACTOp R.T. RUBBER TILE Pr C M C1 r CLEAR 2'-8" FROM TDP OF WALL TO EXiBTING LAY-TN Dts @t sage _ + SO AS TO NOT AFFECT THE EXISTING SYSTEM. 'HER( WILt BE NO MODIFICATIONS _ J SM. SEAw 6Ew. OEPEAAL S.E. SATIN ENAMEL 2~~1 ~OU Lh~i~~ut :J 4r~~ 1. .,w SLw. $LOCK S.I. OALYANIIEO TAEU! SCHED. SCHEDULE IF ANY SPRINKLER WORK WERE' TO BE DONE A SEPARATE 8er~tonv~lle, Arkansas SLM`O. OLDCMIM6 GLASS; OLA2TNO; SLAIED SECT. SECTION PERMIT IS REQUIRED AND WQRK PER p8C 931.2 72716-DS5~ SOT, BOTTOM BR. GRADE S.S.E. SEMI-fA.OS3 ENAMEL i BIDN IrUTLOINA BYP. GYPSUM BOARD SN1'0, SNEdiHTNB i CkB. OASINET H.O. tV1B DRAIN SKr. 9ttEET 1' t CL6, CETLTNS NT. HETtOIT SIN. SIMUTAA ~ c~ Cane ru n M~n~ ~r CEH, CENT IVbITT. HORTtOMTAL SINK CENTERLINE INS. Ttt51A.kTE; INSULATION B.D, SOAP DISPEf~ER I 5A COn~U I i° t n IDR StX.. SOLID C.T. CERkMIG TILE TNT. INTER f ! SPECS. sPEGTFTCATIDN9 1809-A SOUTH 9 ri T CIA. GLEAR ~Rti, JDINT YJ ~ E S p Da Ui NAILS USA - TENANT IMPROVEMENT COL. COLUMN JST. JpIST ST.STL. STAIN.E96 STEEL SQL=1 ~ AK~ l~ I T Y , UTAH U~ 1 A CDHC, CONCRETE LAM. LAMINATE; LANTNATEO STD. STANDAAA H - ODR£SS P DME ~ (8~1) 898 798 C.B. CONCRETE BLOGM 1T8. LTC~iYIRG STL. STEEL ~ f,l ~'AX~, (8~1 a-972-1539 s CDHST. OONSTRUCTIOH PFR. MANUFACTURER STOR, sTDRA~ 3680 Yaun field Stree CDNTACT: MICHAEL SHEGRUO 8 ~ ~ CDKT, CONTINUOUS MAT'L. MATERFAL ST. STREET; STRAIN E-MAIL: mshe rud8aol, m Wheatridge,~Colaredo CONTRACTYON OR fX1NTAOl JOYNT MA%. MkXIMUM STAUCT. STRUCTURkt ~ ~p >;.J. ~ BUILQING ARC A 734 5 ~ F. CDNTR, CONTRACTDA MECH. I~CNANICkL SU$'. 91~PEND; 9U~'ENDED CONSTRUCTIO TYPE VR CORK, CORRIDOR ! MEMBAkNE SV. SNITCH UNPRO~fE TEO F P CT CENTERED MET. tETkL Sri, SYSTEM . 4 ULLY S RINKLERED AD n EETAL LAIN TEL; TELEPNIHAi OCCUPANCY t7'-OUP M DET, DETAIL w,i. I DTAHETEA NIN, MINIHUN TIO:ANO. THERKOSTAT ~ - D A. A PLICABLE ~OOES REFER TO BELOW THIS SHEET e 5 - 1 DIM, DIMENSION MISC. KISCEttAt~OUB TMi, THICK ~ CI`T i' ~ r Y O heft idge, Cplorado f OR. ODOR MLt~. MOULDING THAU. THRDUDH DBL. ODUBLE M.I.C. NOT IN CtwdTRACT TOIL, TOILET OV. QOWN w.i.S, rA}T TO SCALE T.P.M. TOILET PAPER Ha,DEA OYD. ORAVTNB !q. NUMBER t.C. TOP Of CURB T.P. Tt~ OF PAYIt~ Y~N~UI~S EA. EACH IM:F. OFFICE ON LATER T.R. TOP OF Rif ~ M EIEG. ELECTRICAL O.C. CE JI LEFEBVR ~ C SLIpING CHAIN GRILLE SATE E.P, ELECTRICAL PANF1. OFN'8. DPENIKO T.S. i0P OF 5tA8 A UYN MIC CLO URES D.. ELEVATION t0AA0E) OPP. OPPOSITE T,V. TDP OF WALL 2 SOUTH STREET, UNIT ELEV. ELEYATiO)t tSLOGIt ELEVATOR D.A. OVERALL I.S.S. TOP SET BAS MESNA, NEW ORK 13662 EitCL. ENCLOStA#E D,M. OVEP~NfdD L iAEAO r 1-866-277-3 64 EO. EQUAL P,S. PAINT GRADE TIP. TYPICAL 1 EM1FP. EQUIPMENT PA. PAIR tI~IN. UwFINIBHEO ~ ~ CAPTIVEAIRE ~ (EXHAUST fAN l T OH VENT, YEM TE~ VENTILATFON P T. PARTT I TTLA EXKAUS3 AR EXH. 31RO sMOI~Erw~E CT EXIST. EXISTIr~ DEAF. PErfQRATION 4E9T, VESTIBULE sTER Y. vINYL j RALEIGH NC 27604 E.J. E%PANSTDN JDTNT PLAS. PLk r EXP. EXPOSED; EXPANSION PLYVO. PLY4N)DD Y.A.T. VINYL ASSESTQS TILE -S~~-S S- ~ 6 e EXT, EXTERIOR PTU~. PROPERTY Y,T. VINYL TILE 1-919-875-0 77 FAX FIN, FINISIi P.L. PROPERTY LINE V.V.C, VINYL VALL COYERFND F.F, FYNI~I FLtXXT P.Y.C. POLY VINYL GNLORIOE V.T. VASHABLE LAY°IN FILE F.E. FIIV; EXTIWp123HER R. AISEA V.C. VATEACLQSET F.E,C, fiRE EXTTTE3tITSHEA CABINET AEfA. REFRIBERATOA V.P, VkTEAPRDOF F.M.C. FTAE bBSE CABINET REIwF. I~TNft)ACINO V. VIDE: VTDTH F.P. FIRE PROF FED'O, REDUYAED Wf VITH FLkS~I FLASNTNB RET. RETURN W!D VTTHOUT FIR, FIDDR A,A, RETtAIN AIR VD. VDDD i F.D. FLDDA DRAIN R,D. RDDF GRAIN i Propmrwd Now Tan of for as V N m I e3 3600 Yo'un f ~aId fr t i Whas+ridgm, Ior&do i i SH SCNE~.E ONTgACTDR TO FIELD VERIFY ING CONpITIDNg ANp pYMEN8I0PdG. S, G.C. SMALL FIELD VERIFY 'WHI~~: @OX' STING gURFACEg ARE TD REMAIN> PATCH TENANT SPACE CONDITION, IP hC' READY R Ag NECEggAflY TD MATCH EXIGYTNG. CONTACT MICHAEL SHEGRUD SCONS'RUCTION MANAGERS CALIFORNIA NAILg (8018 @8@-7636 PAYR, pR REPLACE ANY /ALL pIRTY, OR @RDKEN FLpOq TYLER AS 7, G.C. TO FIELD VERIFY gECURIT'' iATEg TO MAKE "LIKE NEW" tMATCH EXISTINGB EX28TENCEo CONTACT NAL-MART -''3JECT MANAGEq ILEEg gUPPE.IEp @Y WAL-MART ANp INSTALLEp FDR ORDERING GATE IF NECESBA~', L CONTRACpR D REPLACE EXI8TYN0 CEILING GP4ID A9 REQUIRED TO MAKE LYttE NEW' (MATCH EXYSTINGB CEILING PLIED BY WAL-MART Af~D INSTALLED L CONTRACTOR. NYL BASE f @-1 8 TD BE INSTALLEp TERIOR WALLS, L YNGURE THAT KEYS TO EXISTING 9ATEg ARE PLACEp YN ELECtgZCAL R OIYEN TO ON-BYTE TENANT MANAGER '_ETYON OF SPACE. 1'- 2_ ~ VERIFY - - - ~ .L cDN T A T ~ E- S RUCTION B BRIGADE PER DETA-L E/A~ iF REDUIRED SY WAL-MART ~ ~ _ i ~ w E ~ i ~ ~EXIBTING 5ECU TY GRILLE GATE ~ IRE: ODOR SCHE LE THIS SHEET I ~ I I ! [ s ~ i d ~ C RAIL 3 -0 A.F.F. E I TY THROUG -GUT (CR-I 1 ~ ~ ~ - E%IS ING LIGHT SWITCH C ~ TO RENdIM-~--~8 I ~ PE#3TECT fdki ~ GONS'I'~tCT2l~ ~ UI i 1 = ~ I . E EX 3 ~ ~ ~ 111 • ki E d H 0 i ~ 1 ~ a ~ D/A2 CJWN MOLDING P CLG. THROUGH-011 _ S~H~~ cr- c ~ SEE TYP. EAU SECTION ; GENERAL. COHSTR~ICTION PROCEO~RES AND NOTES j ~ j ! EXIST, HALL B-I 4" Y NY A ! rv° ..__.~.~~MD DING SIM,_ONC FIRE EXTINGUISHER ~'EA NFPA EDl I L B SE NEW WALL BASE TO BE PLACED ON ALL WALLS FOR ALL caN~•RUCTIaN SHALL BE EXECUTED IN STRICT COMPLId~E WILH ALL LOCAL GOOCS, CH#OINACES ANO CURRENT EO~TItX#S OF Lf~d1 ACCEPTED MULTI-PURPOSE DRY CFIEMICAL TYPE. DOMCD ORDERING INFORMATION CONTACT LINDA AT LiNRON H ( 3 ~ ~ COOE3. ~ FR CONTRACTOR SHALL CON Y KITH ALL CONSTRUCTI N R A I ~ i 2A:I0BC) -MOUNT TOP OF EXTING, VINYL WALL 8 t 7131802°9137 AND FROG p~, L 0 EGA. T_t~9 fJ AE9 E9TASLISHE Y NA~= ppT F • D B MAR . ~ I L° 48 A.F. F, . PROVIDED BY ~ 2. TH€ 6EP~R CONTRACTOR SHALL BE P ~ i BASE C873 FOR dl.L P NITS dN0 F S ASSOCIA n Q~IBLE F MdKING PAY~NG TENANT -INSTALLED BY G.C. p TH THIS Obi - Sd C 9UTING I i ~ ! COLOR -BLACK WILL SUBMIT AP10 PROC ALL PEAN T P~IOA TO NNENCING N r E ~ i GENERAL CONTRACTOR L BE RESPD~G L Fib ~~~IN NG dNY TRUCT.DN, ' REDU RED CERTIFICATE IE, CERTIFI ~ ~ ALL E%I It~~CONV. 4~~1TLETS dL~ EIiISTING NfA.LB TO ' i T OF UPA Y ANII [L VER ENA.N AS ISI - PAOTEGfi IN6 O SORE CPk ATI~I, pp~~ ~il~1i~TItNV R G NERA~. CONTRACTOR TO BEt~ SUCH ix1ST5 F PT _ SHERWIN WILLIAMS PAiNi ALL INTERIOR WALLS GERICFICAT 9 0 REDUIRED .....~..,~.-~.....~..~.u~..,_-...~.._.,. ~,,e R A N 3, THE NERd~ ~t~IITRdCTOR dL i W~ ~ ~ ~ ESTR I ED GOLD EX2S~NG C NO ONS ~A L BE AE PONSIB E TO FIELD VERIFY All I .UPON ~ VAL d~ THE ~1E AN REPORT AN I Cf;Fll ~ gg DD I REDIC RE COLORS S~si29 ~ DI9CdEPdNCplS SA T Y i SUL I G IMN~pIATLEY, V RIFICATION TO INCL I FREE STAND?~G TOOT S I BUi KOi LIMITED TO DI~NSIDr15 PHYSICAL dPURT~CE AND T ~ EGG-SHELL CONDI ISI MASSAGE CHAIR ~iDVaOEO DF THE EXI*~TING MECHANICdI i ~LEGTRIGAL E@UIPMENT, UTILITIES AND O YICE3. E J ~ / 1 4. iL~ ~NERA' CONTRACTOR SHdI Md D A2 i INiA N DIAECt SUPERVISION DYER ALL I ~ PT°2 SHERWIN WILLIAMS PAINT ALL CHAIRRAIL Sly CONTRA-TORS dNp SHARE PONSIB~LITY Fpl THEIR PERF A N y STOLS ` ~~,FDICRE I j I ~ EXISTING FLOORING PROTECT FROM DUALITY OF'~QAK GENERAL C ~RACTDR T PR V O NA CE AND EXTRA WHITE 0 0 IDE SA ARCHITECTS ~ ~~W~µ--~_ ~tl-W~ DAMAGE DURING CONSTRUCTION LIEN RELEASES FRON EdCH SU CONTRACTOR NO METRE THdN IB WORKING DdYS ~ ° ° SEMIGLOSS AFTER CONPLETION OF PROJECT, EXI T. WALL ` . } j I 5, GENERAL CONTRACTOR SHALL PERFORM AND OR CAU TD BE PERF(XIMED ALL OLOI G SIN. O LY t OIC R WORK IN A FIRST CLASS WORKMAN KE MANNER, D IN ACCORDANCE TH M I EACH 1RAOEgg EST~IIS}}~~ pp WI € Ef` CR°l TYPE: STdNDARO MOLDING IS TO BE PAINTED EXTRA WHITE BEMI-GL03S FOR ~iODUCI' USE AND INBT~L~~ N S AND MdNUFdCTURER S RE~MMENDATION9 G A NAIL ,IB SH EGEND I _ 3 CHAIR RAIL PRIOR T N 6. ALL PRD~lCTS USED ON THIS PRO ECf HAL SE FIR i ~ T O I STALLATION, FILL AND PAINT ALL HOLE gg S IXJALI Y. EX~~TING WALL CONST, PATCH B REPAIR NEW. OR REFCIRgg SF~D dN0 FREE OF ASBESIO OR ANY THER EN IR A5 f?'OUIRED MOLDING ANO SCRATCHES AFTER INSTALLATION UN SdFE SUg~ICES. A C PT O V ONN NTdLLY STA7 ~...TIO 1 C E ALE PRE-US D PRODUCTS 9Hd1L BE SHA L BE P DEBT L SINK -PROVIDE HOT &ICOLD THOSE CONTRF DIN EXISTI ST i T ~ RUC UR~S 0 REMAIN ANd MU T INDICATED ON 1HE DRAWINGS AS ' X T T ~ S B 50 X EDI E I5 ING. 0 REMAIN , ENT & DR IN PER L CAL CODES ~ AIA2 CM-I TYPE: STANDARD MOLDING IS TO BE PAINTED EXTRA MITE SEMI-GLt~B 7. THERE~ISTIN6 SALES AREA TO BE PggOTECTEO FROM MOISTURE DUST del EXISTING 2X4 FLi XISTING 2X4 FLOURESCENT OE8 INS ALL iEMPORARY DUST PARTITION d3 REDU RED ~O PR ~ ' CROWN MOLDING PRIOR TO INSTALLATION. FILL AND PAINT A FROM ENT T I ELIENT DUST ~ ~ _ LL €RING HE 5bLE8 AREA ~lppING DENOLITION OR CONSTRUCTION. LIGHT FIXTURE IGHT FIXTURE S. SGH OULE ALL 110RK TO KEEP DIS~IPTIONB TO T STOR OPERd1 € ~ ~ HOLES AND SCRATCHES AFTER INSTALLATION ~ d M~NIMUM, IiC00A INAT T E IONS TO D E U1ILI Y DISRUPTIONS iN TH WdL-M T ~ ~ a NEW HALL - 3, S!8" NTL STUDS. ~ MANd~R. GBNEAAL CONTRACTOR TO C(~TACT 11f STORE ~ANdGERATWO f 21 GAYS PRIOR~~TO STARTING TH PROJECT, INTRODUCE HIMSELF AMD MAKE AWARE FX ~ ~ ~ , ~ E I6" O.C, - EXTEND TO ?"-4° ~g gg I OF THw G NST ' REDICR ~0~ S~~ELltJ~ D DICTION ARRIV. AHD H F SC EDU E OR THE PROJECT. t ~ ~ ~ ~ A, F.F. REFER TD•DETAIL D7A~ ~ 9. FIRE SPRINKLER SYSTEM SHALL BE VERIFIE PRI~ TO ANY I~DUIRED P SINK SIDE Ill TYPE WRX MOOIFICATI S. IMEN 8TORA ROOM WALL S INSTdLLEO -VER FY EXACT w_W 1ZN w„ .,_,y.w. . ._..-..~~.~.._.._...~rn - A ~ F E E ~ GYP, BD. UP TO 4 G MIN, A.F.F. LOCATION Ott E%ISiING SPAILER d08 ° dNY A II - ~ x ~ ~ HE O CLOSER TNdN B G pp ~ ~ FRf1M h"EW HALL TO BE REL(~ATED kCCOADING TO NFPA 3 dND LOCAL OROINA~ EXISTING FIRE Bf FS F XISTING FIRE SPRINKLER HEAD ~ d ~ ~ NB, SIZE MAT. 1YPE FRAME RAT ] ~ ~ ~ ED REMARKS OR CODE, AL,I„ ~10IFICATI(XiS Al1E TO BE (ENE SY A L~CENSED LOCATION OCATION > H ~ ~ El EXISTING FIRE SPRINIB.EA CONTRACTOR WITH dPPROYAL FROM LOCAL OR ~ ~ STAT FIRE M SHA I AR LL OR THE AUTHORITY NAYIN6 JUAIS ICTIf~, IF REDUIRED z F $ v ~ EXISTIN FLOD T R MAN E2 EX T ~ ; ALT, +'.LCULATIONS MUST GE PI~PAA O SIGNED 9 SEdLE~ BY d G R O E I IS I B S O s STATE LICENSED FIRE Pk~TECTION ~INEER AND SU M TT F S I ED OR APPROVAL 60" X 46" CLEAR F ~ • ~ n TO THE AUTFM)AITY HAVII+~ JURI9pIGTI~i, EXISTING FIRE At 1 I LDOR I 3 -8 X G B X L31# S,C, A WOOD A, B 9 E I0, STOREFRONT. SIGNAGE AND MOUNTING DEVICES SHALL BE PROYI XISTING FIRE ALARM CLG. MOUNTED t EX X I SPACE - H.C, At~ESSIBIE dRPROYAL OGIAINED BY SIGN CONTRACTOR, GENERAL CONTRdGTORESHALL ELECTRICALPOWER AS REDUIRED dN0 INSUI~ SUFFICIENT SUFFICI NT SPACE ANO CLEAR E IS PRpVIDE~ FOR. AND SECURE dLL !W'P OVALS REO~IRED , _ „ 40 GALLON WATER HEATER BY ALL LOC GOVERNING AGENCIES dND SUPPLY AN N Y D~dWI 65 DA E { CC S B (ELECTRIC 228 V.) -POWER GRAPHICS RES'I~SENidTIDN REDUIRED BY WAL-MART. l- B INSTALLATION PER LOCAL CODES lLAEOll~A€n ~ HERDUGHO N pIFY BACK FLOW PREYEN1I~d AE~IIf~MENTS I~ X68 B,C: (PAINT GRADEI WOOD 8'~:C, H BACK FLOW . EVENIION IF R9 EDP ION lPLUNBIt~I, G.C, TO INSTALL REOU.REO DOOR W/ BRUSHED BRASS W.-, TO BIT IN MIN. 3 HIGH E IRED BY LOCAL JI~ISDICTION. t2,GENERAL ~l dCTOR SHALL NOTIFY THE Ct~TRUCTI~+I MANAGER IF p ~ I. PAN CONECTED TD FLOOR DRAIN EXISTING SUPPLY REGISTER EXISTING RATED DOOR DSN PULL HARDWARE N I CLEARANCES ~ REDUIREMENTS SHOWN CAN Plt1T BE ACHIEVED, I STALL PER LOCAL CODES ~ SDLIO (~E uotlo EXIT SIGN (EXISTING) TO REMAIN W.H. ON l8" NTL. STAND ~ tPAINTE01 L3.WORK OESCRIBEfl IN 1~SE PLdN3 TO BE GOh~LETEO dGC~iGIN6 TO 2~8 IBC - • RF• t1CTATl °80$'1 cci~ toi:utrni ennvrne ~ ie161 Ermat d~~ trtntr Hoorn nr~rn rn nnn~ ~~..~~.,,.,~~~-.,.n EXISTING LTS2 PANEL LOCATION so• uc.. is ssv AL\c~ a~au+uv ~n~. n r ,WMOLL WUW. nCPGS IU 6000 mtuui r_mtmIz lmib Mtt1 LGDR Y/ 'SATIRP 14.AALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS I SPECIFICATIONS ILFIRESRRINKLER LAY--OUT SHOWN LEVER HANDLE (BRUSHED ALUM) NY & ALL DISCREPANCIES ARE TO 8E BROUGHT TO TIE ATTENTION OF CX FIRE. 1,1/2 PAIR BUTT HIVE 15 G.C. TO COORDINATE CONSTRUCTION TIME W/ LANDLORD FOR EX3 1 1 0 OR APPROVED EQUAL ALL PHASES ~ THE WORK, ANY SHUT DOWN OF UTILITIES EXIST. CLG. PLAN EQUIP N NEED TO BE COORDINATED W/ THE LANDLORD WI MIN. 46 HR. NOTICE. L AREAS 16.V0 NOT ALLO41~ DUST, ODORS OR FUMES TO MIGRATE INTO ADJACENT TENANT = =8 SCALE 1/4" Proposed Now T X11 rt 0 E When+ raid oI or mdL-i o M a V j ti~~ , ii: i" G %ISTINS lyit#' TAP EXTEND TO +'}89 j 'AP EXTEND TO 211 PLUMBING ~zx-ruRE ~CHEail LAY IN CLG. TAIL it W6 1211 ACCES. #IFGR, C~T~LOG «3116 SY~18DL ~ AESCR I PT I CN NOTES GW HW WRSTE VENT 11~ 5116 ~ ItftD i 11 4 AYEftICAN STANiI A,8 > ~ ~2" AMERICAN 8 A,YD , PP t PE~ESTAIA 5l NK f 1 ' ~ 1, ~ 1,8,3 STANtlARD itlDNEI FAUCET l480.11D R C'diliVPlPiI~ I 'I I IN F MALL n ~ ACCESOR I E5; " , WB - ~ A, CHROME PLAtEtl 8ftAS5 P TRAP. B, FLE1(18LE SU~'LIES WITH KEYED 5TDPS. ~ cvw PIPING 1., NEGt2° 1.1/2" V t TYP 3 TYALL ~ ~ H NOTES; ~ ~ 1, IKiT WATER LINE SHALL tll INSULATED BETYlEEN WALL ANQ f 1 XTlJftE PER ANSI ftE~U I REPENTS ; ' A CtlNT T SA CONSULT I NG FtlR DTW".R ACCEPTA6LE YODELS ~ r I E THE SPEIa I F I ED FAUCET I S NDT AYA I L BLE. AG ~ ~ ~ 1t 1 299 WB WB=WASHER BOX 1/2 ~ _ ~ 3, SINK FAUCEe SHALL MEET ALL ADA ANSI QEl LDEAL ACCEPTED CODES, _ 14,E S C WATER HE;~~"~;R - ELECTRIC WH DAME /414 NEW2" +'9 II " m STAIN GAAOE MOHAG NY TIC WA ER _ EIE R I CAL ACCESD I E 1.112 ~ SY L R Od~dES ft S a 1/2 cat L NOTES e EWT LWT VnLTS HERTZ FHA5E WATT5 A. 0, 5~i I TH RENARK l TO PRIMER WC O CAWNC! TY CPH ~iOaEL h a NEW2" ~ tGALI.ONS) t F) (Fl sa sa - ADC ! ve >~B ~a . ~ ~ i~~ ~~e s~ a w~~~ EL~~ ~e OR ~QUwL « s « TAIL _ 'sa E Y VE C, THREADED DRAIN VALVE Ve ue NT8 B C E ~ ~ I ~G ©CT A I L A~ES~IES, A. DRAIN SAN e, TIKP RELEIF AL sf~ ~ sa ~ v8 5A NDTE5: FURNISH DNE Qf THE SCi~DULEtl UN 1 TS. Dft SA CDN5UL11 N6 APPfttlVEtl ED UAL VB r~ ~1 N9 A2 NT 9 II N pA 1 iEOULE NOTES _ E X A N (3 N TANK - t =i2 vB rc~ r vsNSe~ss SfiAIN ORd~ ALDER _ _ >E ar~s~e o~ ~utas ena~ s~€ts « PT AI~TRflL ~RRAN~~IdCI~T DUTY REC~ARKR ACCEStlftIES 112 a { ue. e;e~asee~Mts 3/4 LEDGE ~Y~~~L TANK ACCE ;nos u.u~raua~ ~iE VdLtINE NOTES , YOLU s muu. sF cur rxasarr~ ~ B" MTL. STUD ' n~sasuE ua euwwu~ m ss~a ~v ¢aostan~. , ~ (GALLONS ~ t GALL, ) >grraasa+~c~acstaa~ ~ FRAMINS A i6« O.C. pp8 ~ . - ,9 5T-5 VERTICAL OahIESTIC Atd~'QL 5T5 1 ~ ~ ~ 1~ATE~ SUPPLY NP[,TdNC NOTES. ET ~ R ~suas ka azaet to ro n~ Fa.~sr~ ITYP. BD. PAINTED - ewynna~ nE ~ SECT SCREEY 8, BACKtlftAFT pAYPER A2 nr~ursaut. ACi.L~Oft I ES, A, I N e>~cuxrssesasrr-oae~xr,~rsn~ [it,SE & VAIfd3CAT ROOD TCSs 1, ~XNAUST FAN !S RtltlF YtlUNTED FURNISH FAN DR APPRDVEtl EQUAL say. ~ulE~ NIBt s» tW ihE FUtt 1~M GcR DETAILS A, B 8 C ~ ocavu~t err ~ +u Vie;. ~ s ~f' ~ =li ~ ,HIS SHEET ~ NERde_ M~.,,N!►F6I~, ~ aa~ r ub ~L-uv e~n~s emu. ~ ne net tell ~e at rat x=.al K ea s~ ateasr C~MISINO UALL ' ~ PLUhifilNlz NOTES ~us as oa~rem. ~twu ~a€eas eu~a ,-.r ~K. A. FURNISH AND INSTALL ALL MATERIALS rcsu, ttsae terms e. , _ Bpq swu.a ~ ~Nt~o ~ ,-i ~ I ~ ~ ~ FOR A (~MPLETE INSTALLATION IN Ttl i~` A,i.F. Ai11 lglALi. ~ OPEftliED etItN A SINBI.E EFFUit ~ X 6 ~ ~ ~ I ALL RESPECTS FDA INTENi~D USE. WALL ~CTIpr! ~ PEDICIlR~ ~NA~~ rn ~ I ~ p A ES Q ~ a !i I COMPLY Y1 ALL AP LIC BLE CIXI 1 ~ I I I s ~ 8 MANUFACTI~EA'S i~COMMENDATIDN. NTS u « I ~ 9 X 9 g i B. COORDINATE NEW CONSTRUCTION ~ ~ i35 CFM I ~ I I l EXISTING GONDTTIONS, FIELD ~ ~ _ ,-.-w._ ~ VERIFY ALL EXIST. CONDITiDNS ° z I .DUCT ~ I I ( C, LOCATIONS OF EXISTING OUCTGORfi ~ ~ ~ ~ ( AIR DEVICES, SEIdER PIPE8 HAVE I I 1 II ~ ~ NOT BEEN VERIFIED. G.C. IS I ~ ~ « RESPONSI~.E FOR FIELD VEAiFYIMS I ~ ~ ~ ~ ~ I ~ I TINA LOCATIONS AND 5I~E3. z ~ Fr., ~ ' .~~.-~.e.-,~. ~..rtk.,_ ! ~ O, P~IVIDE ACCESS fAl(~I TO ALL X Q~ I I , ~ ~ INACCESSIBLE VALES. ~ 8 MA ~ ~ ~ . - E. ANY MEN OA EXISTII~i PENETRATION ~ ° g ~r ~ ' I ~ , IN A FIRE RATED ASSEMBLY SHALL BE --F R TREATED 2X~ CONT. ~ ~ i; SEALED IN A MANNER TO MAINTAIN I E EXISTING BULKHEAD ~ e I , ~~e ~ LAY IN TOP MTL, STUD RUNNER ~ ~ I I I ~ ~ ~",~.~,a ~ CTS,:' THE AATIND OF THAT ASSEMBLY. p M 4 1G n? D~ f I! ~ r CREW TO RUNNER " ~ e ~ _ ~ ~ ~E ~ t ~ g 1 F. SIPAt DRAIN SHALL BE INSULATED S 3.518 MTL STUDS • _ ~ ~ ' ._`,..._w..... _ . _._.o-,_ ' LEDGER CONT.: 3 ~ ";M"-~"-~'~~ ~ PER ADA & ANSI AEQUTAEMENTS, ~ l~'I ~ ~ ~ i AN AMPER BALANCE TO CFM t EXISTING CLG. i ~ ~ D D REPAIR AND REPAINT AS '~~""`"°`"^~I i ~ ,i TD CFM INDICATED ON I ~ ~ , ~ I ~ EXHAUST GRILLE REQUIRED UPON REMOVAL a OF BARRICADE ~ ° MUU I ~ ~ EXHAUST FAN PER CODE ' A - N CEILING ~ ~ REFER TO DET. PlA2 EXISTING Y I 1l4" i MIN) OSB BOARD ~ I ~ 1 ~ ~~.w , I n E I e T ' C 8 DU t - ~2 V ATION AND AIR I H AT ~ ENTI{L E LINE OF EXIST. CEILING COORDINATE INSTALLATION ~ v H ~ ~ ~ ' ~ ~ ~ ~ I~ CONOITt IN6 SYSTEM N MOLDING (CM-13 ANO REMOVAL DF MALL ►iITW ~ ~ ~ ; t CROII _ z a -e ~ i ~ 3 ~ . e DUCT , ~ j' d, ALL EXHAU5T5 MALL BE INSTALLED PAINT PT 2 THE STORE MANAGER MIN, THREE r- ~ ~ r° a'' - ~ A MIN. OF iB'-B" FROM dNY OUTSIDE (31 DAYS PRIOR TO 0 o ct m ~ ~ AiR TNTAXES AS PER Li~AL COBS r CONSTRIICTIQN DR ~ ~ xs ' , a , w i PA NT A OVE CHAIR RAIL 9 X 9 1 VERIFY IN FIELD 1 I B n`~c~ I I t e( I i RESTRAINED GOLD - SHERIII DEMOLITION B. ANY AND ALL ROOF E~ENIt~S ANO VILLIAMS Sl}-6129 (PT-1 l ~ ~ ~ ~ ~ REPAIRS REQUIRED FOR COMPLETION ~ ~ ~ ~ d U#" (MIN.) DSB BOARD ~ ~ c I ~ ~ ~ ! ~ OF THE HVAC SYSTEM SHALL BE x m z ~ ~ ~ f ~ i!' - SCRE11 TO STUDS OVER c~ c ~ I PERFORMED BY EITHER THE OIdI~PS GAEENHECK MODEL# G609B - ila EXISTING - EXCEAT AT STORAGE ROOM " ~ ~ ~ NT TOA OA ANOTHER TO BE CDMALETED AT END OF PI 1 LAYERS 5/8" GYP BD. (BOTH SIDES 3 6 ML CLEAR POLY ~ ~ ~ _ ~ ROOFING CO .RAC " « ~ i-+m ROt~ING CONTRAGTOA API~OVED BY RECOMME~IATIDNS - G.C. TO P OF 3.5f6 METAL STUDS t 22 GA 3 AT 16 O.C.. T i T- SWEETS N ~ -e m~ ~ 1 AAINTED ABOVE # BELOW CHAIR RA_L SESAME S~ 1.17 (P 1) z a ~ t THE OaMER. THE HVAC CONTRACTOR 1 _ = crn ~ " ~ CAL.CULA~'IpN ~'C1R AIR --3" CHAIR RAIL MOLDING { CR 13 ~ ~ ~ 8 ~ I DUCT f SHALL COORDINATE ALL REQUIREMENTS ~ SEE DETAILS C/A6 -PAINT PT_2 3.5f8 MTL, STUDS 6 ~ ~ ~ ° ~ PRIOR TD SUBMITTING BID, 7 4 Ft i Seinn 24' O. C, TYPICAL ~ ~ n ~ ~ I 3 Sq. n - ~ ~ ~ ~ ~ ' TABLE X83.3 ~ PAINT BELOVI CHAIR RAIL ~ x. ~ H ~ ~ o I ? ~ SPECIALTY SHOPS RESTRAINED GOLD - SHERVIN VILLIAMS ACCESS DOOR NOT ' H rn ~ m ~ ~~'-~~~..W " ~ A TY = 1 PERSONS OCCUPANCY PER i@G SIJ-6129 i PT-1 l SWOIrN TO BE CENTERED ~ BE U 8 ~ m ~ ° I l` OPEN TO ABOVE ~ X IN BARRICADE PARTITION ~z I _ ~ 25 CFMffi:2 PER PERSON (1B) = 1B 25 - DUST d1 ENTRY a ❑ ~ ~ VENTILAtIDN. ASE (VINYL l 4 B1lB s t a FLOOR AROTECTION I ~ ~ 6X6 N T T ~ UNDER HALL " ~ I 1 METAL STUD PLATE CON , { 18 ~A1 ~ i e " « ANCHOR TD CONC. FLOOR e 1 NEIL CEILING RETURN AIR REGISTER TITUS MOTH Vf STUD ANCHORS 358RL. LAY-IN, STEEL CONSTRUCTION. 'WHITE II T 6" DUCT 2 EXIST_NG FLOOR 2 PROVIDE ROUND, METAL, SUPPLY BRANCH DUCTS F! BRACE DIFFUSER i"~ DECK A80VE RECTANGULAR DUCT TD ALL NE~f DR RELOCATED CE. D T~ P. ~ A L T M~ ~ S T ~ A R R I C A~ E P A R T~ T O N PER SEISMIC REQUIREMENTS LOCAL CODES ALL SUPPLY BRANCH DUCTS SHALL BE VRAPPED IN E E iIRAP INSULATION. ALL NEN PRIMARY RECTANGULAI A2 N.T.S. N.T.S. " GALVANIZED SHEET METAL KITH 1 INTERIOR DUC' PER SMACNA STANDARDS' ALL NEW BRANCH UUGI 1 y RRANC:H H111:1 1 AKh-IIFFS SHALL HE ! r-l F-V T 11 i 1 K--~3 1 1 R!f I f m i ! -Z FURNISHED WITH A 45 DEGREE STARTING COLLAR DAMPER. DUCT SIZE CALL-OUT$ INDICATE NET FRI SCALE: 1/4 ' = 1'- 0 3 NEW ROOF EXHAUST FAN n+ T Propowed Now t7 or I 3600 Y Youngf i I d S+ rrem+ - ado + r I Co I or I Iii I I I I Ot4' CY 9DPPLY -MEAT TRAP ASNRAE Be. ! e SHUT-OFF VALVE 3/~4' NDT YA1ER TD 9Y5TEM - P , °LT82° fiYPE ItQpfl ~a 12012 YGII.T9 3 4 V -180 AkP PANEL 01 A TJ - Ahll#I, 8th ~ E ET e><PAt~I~I DALL VALVE 9NDt ~'F, TYPICAL ~ TANK - - - 6U3 125 I , - 1 "---DIEL€CTRICAL UNIIX~, TYPICAL ° 6 MAIM L Y fEM I i VENt LINES SHALL BE P&T REFIEF VALVE 3/~' iD DRAIN PAN I~IAI~H t~EAKER3 IIA.E 98 PVC ~ TERYENATIDN DF TAP RELEIF FiNI ~ I TD CDt~~id TD ~ 1894, 5€cTIINI, BR,S ITEM Aft P(~E ~ WIRE CIR> LEFT PH LOAD I CIR. INX.E illt~ ITEM 10T & COLD WATER LINES V,W, CD9~TRDCTIBN I 1 BE COPPER, TYPE 1, SIZE NO. A 0 C ~I I SIZE 'TINGS AND LEAD-FREE ELECTRIC i~ ~ VH N '~19MIC STRAP ~ APPLICABLE PEDICURE STATION 2p 1 1 1800 2 20 1 EXISTING LIGWTS 1 ~ 1 I IDT AND COLD WAFER ~ DRAIN V.~,YE Yt T~IEADED ROOF EXHAUST FAN ~(j 1 12 3 I$00 ~ ~ 4 20 1 THICK FI@pEGLA55 CDNI~;:TIDN DEp. RECEPTACLE I' 2 DRAIN PAN ~ 2O 1 12 5 2000 5 0 1 Wtl WITH ASJ VAPDp I h4' D,I, FN.ATE 5L'RE''JED TDP >JATER WEATER 12 ' S/4' DRAIN iD -EXTEND TD EXIST. _ 3O 3 7 1000 I~ 8 20 1 EXIST OUTLETS • OF ANGLE IR.ON FRk~,E SELF ~ FT< SINK IN ADJACENT 12 ' EWER @AANCH PIPING . TAINaINS - VDi7D TD BE 9 1000 I 10 20 SPARE 3ENANT EATERY RI9d 5~1ULD 8E IN t @E dT A 114' PEA ~A - _ - I FIRETREATED VNERE AEDUIRED 11 LOPE, IST. WALLS VERIFY EXACT 12 1000 12 20 SPARE L @E iNSTdLLED AT LOCATION DAYLIGTIi' PIPE AT OUTLETS 2O I 12 13 480 ~ 14 20 SPARE EXIST. fLI~ 51NK BLACK ANGLE tR~l DIRECTION OF SEWER 1lATER NEATER EIREND Ti~P RELEIF DRAIN TD EXT~iI~I QUTLETS 2O 1 12 15 800 I' 16 20 - SPARE dN OUTS TO @E FULL SUPPORT FRAME WALL AND DAYLIGHT TD EXTERIOR PER ENEAdL lIECNbNICAL ~ T ~ ~ PER CODE, CL.EAN~ITS UPC l~+i BIDS 1 422 SERI€5' . PLU~I~II~ N~TE~ - 19 28 FLD~t PROVIDE THE FOLLOWING A, FIXiNISH AND INSTALL ALL MATERIALS 21 22 Fop A GDNPLETE INSTa~a.ATiaN IN ~ ~LC~'RIC N~:~~`~R ~~1AIL ALL RESPECTS FOR INTENDED USE. 23 c 24 dLIEA, 125#, A[.L COMPLY Wf ALL APPLICdBLE COBS A3 NGT TO SCALE I, SOLID WERE UNION ~ ~ 25 26 8 MANUFACTU(~R S RECOMMENDATION. !i 2$ RISING STEM, @, CD~iDINAtE PAW CIXISTRUCTIg1 Wf EATING, YENTI~.~TION ANO AI EXISTING CONDITIONS; FIELD ITIQNINI; sy~T~l 29 ~ 30 RTH OA CARNE, NON- VERIFY ALL EXIST, CONDITI~dS d, ALL EXHAUSTS SHALT, BE INST~.LED JENHINS A32S, 31 32 C, LOCATIONS OF EJtiSTiNG DUCTWORK A MiN. OF 10'-B* i'ADM ANY OUTSIDE CRANE, AYR DEVICES, SEWER PIPES HAVE dIA INidKE9 AS PER LOCAL CUES i 39 .E VALVES t~T BEEN VERIFIED. G.C. IS (VERIFY IN FIELD) 35 36 4LLER, 15D1 ALL @A~ZE pESROPEii@LE FOR FIELD VERIFYING @, ANY AND ALL R~1F OPENINGS AND JOATH DR CRANE, NON THEIR LOCdTIpNS AND SIZES. REPAIRS AEOUIRED FDR COMPLETION 37 38 JENKIN5 Tf32@,` D, PROVIDE kCCEBS DDDR TD ALL ' OF THE HVAC SYSTF,N SHALL @E I 38 ;j e0 ",A~VVE INACCESSIBLE VALVES, PERFORMED OY EITHER THE OWNERS ~1 ~ 1 E. ANY NEW DA EXISTING RENETpATION ROBING CONTRACTOR OR AfO1THEA ALLEA, 125# ALL. SADNZE IN A FIRE RATED ASSEMBLY SHALL 9E AQ~ING CDNTpACTOA APPROVED SY 3688 390 PWASE TOTALS JENKIN5 #92, CARNE. SEALED IN A MANP!€R TD MAINTAIN THE OWNER. THE HVAC CONTRACTOR PAIL TpTALB 5800 1 PHASE iWING CHECK, JENKIN5 THE RdTIN6 OF THAT ASSEMBLY. SHALL COORDINATE ALL REDUIRENENTS F, SINK DRAIN SHALL BE IN5ULATEO PRIOR iO SUBMITTT, BID. I fN OA CAdhIE PEp ADA 8 ANSI i~DUIfYrI~NTS. I ~3UIT SIRE 3` C, IfI~ SITE ~ NCN I i ,TRICAL GENERA{. NC'IES I . A. L I I AFt.4 5HALl BE DONE ACCDRp I NFL TO I,pCAL CpDES, A~IY APPL I CAALE ~ ~ ~ T F3 I C A L D F~ A W ~ N ~ N Q T E ! L I pIT SWI TCWES, ELECTR i CAL tA1TlET5, TWERMDSTAT ANp pTHER ANCES A N A NEAT ANp WORKMANLIKE MANNER. ENYiRtYiMENTAL CONTRpLS SHALL WAVE pPERABLE PARTS TD THE CpNTROLS LpCATEO ! ROUTE Tp P~IEL A EX 1511 N~ 888/!c8 VOLT ELECTRICAL EX 15T I N6 w 16 ANp CABLE SHALL BE APPRDYEq TYPES DF COPPER BUILDING PANEL, INSTALL NEV 88 AID, i PALE BREAKERtSI I ND HIGHER 48 ANp ND LpWER THAN 15 A F,F, IF TWE REACH IS OVER AN 'H TYPE TW DR TNW 688 YI~T INSULATI~! INSTALLED IN A.HO COt~ECT, PRpYI E 3l4' C W~ C N TARS Np E LANOLORp D85TRUCTI~9 BETWEEN BN' - RS' IN DEPTW, THE MAXIMUM HEIGHT 15 Q tNK1UIT tl pUC T_p PETAL RACEWA'Y5, WIRES U5ED IN THE WIRING CHANNEL pF Hql~ RUN Tp PANEL SDARp . tEXAMPLE INDICATE5 TWD P8A/1P CIRCU1T5s 3/4° PANELBOARD ~ REpUCED TD 44' FOR FORWARD APPRDACW , OR 46' FpN 51pE APPROACH PROVIDED ipO/P88 Y " ;NT FIXTURES SHALL 8E APPRDVEp FpR THE I~1RPp5E IF REp'p. CpNpU1T; 4 418 WINES; O HOT, IN. 1 GR,I 6<C, A551GN CIRCUIT °S t88A/1P TWE O85TRUCTION 15 ND MORE THAN P4' pEEP, O85TRUCTIDNS SHALL NOT EXTEN 4V D CIRCUIT BEAKER EACH CIRCUIT UNLE55 NOTED. VIBES, #icAIJG W! INSULATION 'P MARE TWAN ~ FRpM TWE VALL BENEATH A Ct81TRDL, 'IN6 L I l~lT F I XTIIRES, pUTLETS, AND CIRCUITRY SWALL 8E 'EC5, UNLESS NOTEp, t~UTRAL`l ANp 6RpUNDS ARE SHOWN LEER. :p. PApTECi ANp PRESERYE DURING CpNSTRUCTIpN, LANDLORD TD GE $ NOT, 9 N, 1 GN.9 ilE FOR ANY ANO ALL WpRK NECESSARY TD REPA i R OR RF.FUROI SH ~ C AND ~ E FILING pR EXISTING LIGHT FIXTtBtES "c INSTALL NEW DUPLEX 1 YpLT T Y 18 iKiTLE i6 A.F.F. i6 t~Y I t~5 SWALL 8E RATEp BB AMPS, M i N i MUM, INSTALLED FLU5W PRtIY I DE S/4' CDNlIU I T ANp 418 G~NpUCTi~S, RpUTE TD PANEL A EX 1ST NG I EX I ST I NS - I ~'pRMAT I DN ON TWESE DRAWL N65 ARE OASEp UPON AS BULT SHED SURFACE'S ANp PROVIDED WITH APPROPRIATE IMPACT EXISTING 888/i~8 VOLT ELECTRICAL PANEL, INSTALL 1~,► 88 AMP INFORMATION 8 INED Y V -BART PANEL p TA 8 AL , G. C. TD VERIFY ALL EX i ST I NG CONOIT I DNS ' ANp 8E APPROVED 8Y ARCHITECT, 1 PALE BREAKERtSI ANO CCNtNECT. ~ ~ PRIOR Tp CpMMENCIN6 WORK, ANY REpUIRED CHANGES ITUE TD INCORRECT I,TNB EX 1ST I N6 I NFpRMAT I ON WILL BE TWE RE~'pN5181 L i TY DF TWE 19. C, . LpW VOLTAGE WIRING SWALL BE i NSTALLE~ i N CDNDU I T PER 108/688 v 3 PROVIDE A NE1I PHONE pUTLET. RIRITE Tp LANpLORD ' ACWPTEp STATE DR LOCAL ELECTRIC CODES, NOT f A L LCIW ~ 4~ pO HST. L VOLTAGE CpNDUCTORS I N A S I NG1.E CONpU I T, WI R I N6 SMALL NOT T~.EPHDNE TERMINAL BDARp V/ PLENUM RATEp 4 PA I R CABLE a G.C. SWALL F I ELp YER I FY COt~ I T I pN pF EX 15T I NS PHONE EERY I CE TO TENANT .LED UTILIZING MECWAN I CAL Di K AS A RACEVAY, 5UPPDRT Wt CABLE HppKS L~ 3' ~8' D, C, OR LOCAL SPAl~, ANp Wi LL NEED TD COpRD I HATE WITH PHONE SERY I CE PROYI pER ANY ACCEPTEp CAE. REPA I R5 TO CORRECT ANY DEF I C I ENC I E5 TO EX 1ST 1 N6 PWI 5ERY1 EE IICAATA NAMEPLATES FpR ALL PANEL BpARD5, DISCpNNECTS, Tp TENANT SPACE, ETC. PADY i DE TYPEWR i TTEN INDEX FpR PANEL, 4 RUN PtPR Tp WORK SURFACE VI TN I N A R P(~E FRt~ 1. ALL EX i T I NG EOU IPMENT H 8E A 5 ALT. MINTAINED THE ~ I L I N6, SUPPORT POWER PtII.E AT EACH END PRDT 1 EC ANp PRESERYE OUR I N6 CONSTRUCT I DN IT ANY 5TRUCIURIU. ELEMENT DR BEAM WITWDUT PERMISSIpN OF THE PEp MANUFACTURER'S RECOMMENDATION. PROVIDE 3/4' IX1NpUIT LANpLDRp SWALL 8E RE5PDN511M.E FOR ANY S ARCHITECT, AMD 4i0 CONpUCTORS. RpUTE TD NEAREST EXISTING AND ALL WpRK NECESSARY Tp REPAIR pR 809/ 1c0 YDLT ELECTRICAL PANEL, i NTALL MEW 88 Ail' REFURBISH EX I ST I N6 ELECTRICAL EpU I PMENT. I GHT FIXTURES FRpM BU I LD I N6 STRUCTURE, I NDEPENDANT pF , IIPPpRT SYSTEM VITW A 18 GAUGE 6ALYANIZEp STEEL WIRE AT I POLE BREAKERtSI ANp CpNNECT, tIF POLE IS REQ Dl ER OF THE FIXTURE PER LOCAL ACCEPTED CODES 5 ROUTE Tp PANEL A EX 1 ST itN; GN/168 VOLT ELECTRICAL X ANp FOURPIEX OUTLETS TD ~ 8" TD CENTER OF OUTLET FROM PANE. , L INSTALL NEV 48 AIM', ~ POLE 6REAKER, FLOpR EXCEPT AS NOTEp ON ELECTRICAL PLAN, ~ ~ M P Q ~ T A N T 8E THE RESPtHV5181 L i TY pF THE ELECTRICAL CONTRAGTDR Tp 6 0 ~ 48, 1" GONOUIT 1. THIS PLAN pQES NDT FU Y REFLECT EXISTIN IT E CORRECT VIBE 51ZE, CONDUIT SIZE, CIRCUITING, BEAKER LL 6 CONiI Imo. IT IN1ES DESpI18E NEEDED NEV IAMIK REQUIRED 9Y THE PRDPDSEQ ~CUPANCT. AND 8E RE5PON5IBLE FpR THE COMPLETE ELECTRICAL IpN, 7 NEU DUPLEX il8 VOLT OUTLET FDR SUMP PUMP tIF REDUiREp) 9. CI~TRACTDR TQ AQAPT NEV YORK TD THE EXISTING CIRCUI~TANCE. THIS YAY ~ ~IIrt~TTi~ GROUND CDNDIUCTOR IN ALL CONDUITS. 3J~" GONOUIT AND 418 CONDUCTpRS. FpR CONDUIT REQUIH~. OFFSETTING ~ EXTEIKIiN6/FpRESNpR1ENIN6 OUCTYTIRK, MQYiNS BEAKERS IN5TALh~D IN EXISTING PANELBpARpS SHALL BE FULLY ROUTING, SEE NpTE it Al~)VE, pIFI"liSERS rD A HEM CEILiR~ GRID MQVi EJiI TINS ED NG S NDUIT ANQ ~ NiwW DUPLEX OUTLET MATCH THE EXI5TIN5 KAIC RATING OF THE PANELBDARp, ALL C~IDUCTORS WITHpUT EDGING FUNCTION, ETC. PERk'fJRM NEEDED WIIRK AT NQ ~1ALL 8E UPOATEp, ND PANELBpARO SHALL 6E LOADED TD 8 NEV pISCONNECT, C~iNECT TD NEW WATER WEATER AQQITIDNAL C05T TD D'rtIER, EXTENT QF ~I~lSTMENT TQ 9E OETERMIh~D ~ ~ NEW DUPLEX OUTLET t DRDUND FAULT 1NDICATtIA pF THE IFEEOE AK _ R 8RE ER AMP#CITY. OISCiRdNECT PER NEC 440 PART C QURING PRE CONSTRULTIDN SITE VISIT, FI ICY L~AT10N, MOUNTING HEIGHT, ANTI ELEC, REpUiREMENTS DF ~4 NEW F'0UR PLEX DUl'LET (GROUND FAULT TNDICATDR ) PROYIDEp 8Y' pTNERS PRIOR Tp pUGW~I p PRO A E ' B INSTALL NEV t4) FpUR PLEX OUTLET 18 A F.F, O. IF ISSUES ARISE QUR1N6 CQNSTRI~TIQN CQNTACT ARCNITECTtENGINEER FDR FI R N AN VIDE LL R O D PROVIDE 3/4" CDN~IIT ANp 41111~INOUCTORS. RpUTE ` fITCIES, TRANSFORMERS, AND STARTERS NECE~SARY FDR PROPER CLARIFYING DISCUSSION, OF E~11P11ENT, TO NEAREST E1(ISTINi~ 888/!88 Y~.T ELECTRICAL PANEL> NEB PHO~dE/DATA CAT iHALI 8E flE5PON5I 8LE FOR ANY AOp i T I ONAL EX I i L I GWTS AND DR I FALL NEW 08 AMP, 1 Pl~E ~iEAKER t 5l ANA CpNNECT L i GHT I NG. ADDITIONAL FIXTURES SHALL 8E LpCATED AS ~ I RECTED BY .DING OFFICIAL. i e l Proposed Now Ten of 77 Data: 03/29/06 SHEET or Revisions: Din Vi N i I a 3600 Youn i r Ise 0 44A Whom+ri d 0 dlAd w~ O 3 w(D N 7 w0 A p 1 ~ N W ~ IW Q 7 N S N < N Q N (D 7 i a ~ CL (D ~ d O \V ~ ~ ~ N a ~ ~ 0 ~ d ~I I I I' 14 C- 0 6 a a 'm N N 0 0 ~ Z ~ -I ~ Z (D 0 ~ ;1 n w o v cn m < W v Z N v, ~ ° m rqL C Z 0 (D o v ~ m ~ -i STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT BY ORDER OF TIIE Cl-l'Y OIa' WHEAT RIDGE BUILDINC DEPARTMENT FOR THE FOLLOWINC REASON(S): ~(JOR.t' .C~E/•✓'cr .DOr✓'E ,BY U,'l~',Sc/.~~{'U~ScO ~~/P~~TI~~.S'~ ~/e'.S S'T~7/'~ ~Ll/~1•6'i~ 5~~rY ~-a,Pr,~~~,e op 9 This notice may be removed ONLY by 'fHE CITY OF WHEAT R1DGE BUILDING DEPARTM{;NT ! Date.a~~K 45~~ ' Building inspector, ~X17 A~eJZ ,44&.vY ~.~ale;Co CZ2 (/.e9 ~i~iC'/a.5 /Vfi 9 oit/ f~~'s u,✓ oF wH~rm City of Wheat Ridge °OLoRpO° Commercial Demolitio PERMIT - 060350 PERMIT NO: 060350 ISSUED: 05/10/2006 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: 11/10/2007 DESCRIPTION: Demolition of area for nail salon CONTACTS owner Wal-Mart gc 801/231-8500 Joshua Crowther 06-0030 Westridge Construction PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Demolition Fee 50.00 TOTAL 50.00 n,. . Comments: I hereby certify that the aetback distances proposed by this permit applica[ion are accurate, and do not violate applicable ordinances, rulea or regulationa of the City of Wheat Ridge or covenan[s, easements or restrictions of zecord; that all measurementa ehown, and allegations made are accura[e; that I have read and agree to abide by all conditions printed on this application and tha[ I assume fu17 responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Whea[ Ridge Ordinanc , for work under thia permit. Plans subject to field inspection. 6'za~ (10-/0-06 Signature of contractor/owner " date 1. Thie permit was issued in accordance with the provisions se[ for[h in your application and is eubject to the laws of the State of Colorado and to the Zoning Regulationa and Building Codee of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit eha11 expire if (A) the work authorized is not commenced within sixty (60) days from ieeue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If thia permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. a. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor ahall notify the Building Inepector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and epecifications shall not be conatrued to be a permit for, nor an apprwal of, any violation of [he proviaions of the building codes or any other ordinance, law, rule or regulation. All plan rp~is s ' ct [o fic4_d inapections. ical date INSPECTION REQUEST LINH: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. F WHEqT o ,p = ° U T ~~CORP00 City of Wheat Ridge Property Owner: t(/q I - Property Address: 3600 Contractor License No.: PE"I.E ~~PLI[eA.k'Ile4.E V Community Development Department Date: MINOR Building Permit Number: ~r fi I~ av1,7 5 Company: j,(JQSf \ J0Q Phone: Phone('~-u/, 730 OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT I Bulldfn~ Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do noEviolate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under this permit. Plans su'bJect to feld inspection. (0 W NER)(CONTRACTOR): Use of Space (description): & 1 J4 1 00VI Description ofwork: LJ-l1emo 1;+i0\,) Sq. Ft, added C) COMMENTS: Approval: Zoning:. COMMENTS: Approval: WORKS COMMENTS: Approvai: DEPARTMENT COMMENTS: Approvai: ValuE:$ Permit Fee:$ Plan Review Fee:$ e Tax: Total:$ BUILDING DEPARTMENT USE ONLY SIC: Sq. Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval; Approval: (1) This permiiwas issued in accordance with the provisions set forth in your application and is subjectto the laws of the State of - Colorado and to the Zoning Regulations and Building Codes of Wheal Ridge, Colorado or any other applicable ordinances of the City. - (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one ('I) year, full fees shall be paid fora new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notlfy the 8uilding Inspecfor twenty-four (24) hours in advance for all inspections and shall receive wrilten approval on inspection card before proceeding with successive phases of the job. (fi) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, rule orregulation. All plan review Is subject to field inspectians. Chief Bullding Official ' 44JN41HE4,;- 0o eat Ridge City of Wh Commercial Miscellan PERMIT - 060049 PERMIT NO: 060049 ISSUED: 02/27/2006 JOB ADDRESS: 3600 YOIINGFIELD ST EXPIRES: 08/27/2007 DESCRIPTION: temp use of upper pkg. lot, + patio area nw. corner CONTACTS Ten 303/420-0640 Levi Davenport Walmarat PARCEL INFO ZONE CODE: UA USE: *96 SUBDIVISION: UA BLOCK/LOT#: 4/ FEE SUhIIMARY ESTIMATED PROSECT VALUATION: .00 FEES Permit Fee 30.55 Total Valuation .00 Use Tax .00 TOTAL 30.55 xza Comments: I hereby certify that the aetback distances propoeed by this permit applica[ion are accurate, and do not violate applicable ordinances, lea or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measur e s ehown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applic ti and that I assume full responsibility for compliance wi[h the Wheat Ridge Building Code (I.B.C) and all other annLic b Wheat 4idge Ordinances, for work under this permiG. Plys subject to field inspection. 1. TCZ s permit was issued in accordance with the provisions set forth in your application and is eubject to the laws of the State of Colorado and to the Zoning Regulations and Building Codea of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit ehall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or iH) the building authorized ie suapended or abandoned for a period of leo days. rovided no 3. If this permit expirea, a new permit may be acquired for a fee of one-half the amount normally required, p changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. h. No work of any manner ahall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building inapector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The iseuance ofa permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the prwisions of the building codes or any other ordinance, law, rule or regulation. All plan review iB s~ubject to field inspections. Signature g date INSPECTION REQUESTnLINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. please Note: ~I con}acWr is responsible for tocating propartY lyr," ynd conyWCting improvements according to the apprpyed Plan end required development standarcls. 'j'he City is not responsible for inaccur¢[c infarn'iztion .;tu~s ~~ui :so : i . COMMUNITY DEVELOpMENTDEPARTMENTBUILDING INSPECTION LINE'• 303•234-5833 CITY OF WHEAT RIDGE ' 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80033 (303-235-2855) 4'. AFI''.ICA! this pertnlt'appllcatl or repulaUons of ihe ' ProPerty Owner: CJ4_ Mcu( ~ _ . PropcrtyAddress: -~oUO ~roljl~ 420~; C/J . Phone:3~3'S~aO-0~44 Contractor License No.: g`' Company: ' Phone: OWNERfCONTRACTOR SIGNATURE OF l1NDERSTANDING AND AGREEMENT I hereby certifiy thst Ne setb; aceurate, and do not vfolate a W heat Rld~ge or covenanta, e: shown, and alle8etlons made ~ condtNans printed on fhls I complfancewith the WheatRl Rldge Ordinances, forv'+ork u (OWNER)(CONTRACTOR): SIGNED_ ~ UseofSpace(descrtption):`r r'4 e"~ Sm~t-"a~~ Descriptionofwork: ~o'( ('0cJc c~v~.p oc ar~~ 4 6r~cf~. e.w~o~a-r~ clce cx.re~t av~ ~llo,-at,~ cJcs ~ er~ rw~ f~nY S~r~.~ b S~ . -{rze..5, C~;tsi ry ~c~cks 0~ ~~nr~ ' Sq.Ft added ' • ' , USE COMMENTS: _ O~ t✓ d ~'~vGra ApprovaL• J 4E ~NA'J- ,6"I5+ p , zonina: ct P-fe r 9a d a yr b~~rna ~ a val(x ' per 2c,- ~z~ ~ Appmyal: IRE DEPARTMENT COMMENTS: : ' Approval Occupancy: Walls: BufidinaDeot. Va/uaflonFfgure: Building Permlt Number: Date: Value:$ • Pemut Fee:$ Plan Review Fee:$ 7seT Y;fi TOY31:$ . ~S ; Roof: Storlee rtesldentlal Units: Elecfrical License No; Company: Plumbing License No: Company, Mechanfcai Llcense No: Company: ExplraHon Date: Expiration Date: Expfration Date; ppproval: Approval: Approval: • 4 (1) Thispetmitwaslssuedln-accordancewiththeprovisionssetforthlnyourapplicationandtssubjecttothalawsoftheStateof Coloiado and fi the Zoning Regulatlons and Building Codes of Wheet Wdge, Coloratlo or any othar applfcable orrllnances of the Ctty. (p) This permit shall expirelf (A) thework auihorized is not commanced withln slxty (90) days from Issue date or (B) the buitding authorized Is suspended orabandoned fir a period of 180 days. . (3) Ifthlspermltexplres,anawpeimitmaybeacquliedforafeeofone-halftheamountnortnallyrsqui2d,providednochanges hava been orwfll6a mede tn the original plansand specttlcatlons and any suspenslon or abandonment has not exceeded ona (1)year. lf changes hava baen or if suspension or abandonment excaeds ona (1) year, tull fees shall be paid for a new permit (4) Noworxofsnymannershal(badonethatwtllchangethenaturalTlowofwatercausingadralnagepmhlam. (yy Contactor shall notity th e Butldin9 Inspector tweniy four (24) hours In advance tor ail Inspectlons and shall receNe vrtitten approval on Inspaction card beforaproceedingwlth successivephases ofthe)ob. , (6) :fie Issuance of a partnlt or the appTOVaI of drawin9s and spaclflca$ons shall not be construad to 6e a pertnit for, nor an approval of, anyvlolatlon oftha prov[sions oftha bullding codas or any other ordfnance, law, rvle orregulation. All plan revlew Is su6Jacf to fleld lnspeetlons. N So~~ (3ar k Sa,lA ~ Fif e (3ar k OU-S QoS S h~ ---r---r--r--~--r`f-~'~'_~.-~-.1---r-r-i S4o AIL C~ll~ - ~ v lt,'l,+( ~C- ~A~-~c~ Pa~~o City of Wheat Ridge oF "'"Eqr~ ~ Community Development Department ° c~ m Memorandum ~~~~Rao~ To: Fsle Wl 42~D-'-43tlO FROM: Jeff Hirt, Planner SUBJECT: Temporary Bedding and Plant Sales Lot at 3600 Youngfield SE?v DATE: February 23, 2006 The above mentioned property is zoned Commercial One (C-1). The above mentioned use had previously been required to receive a temporary use permit to operate. It has been determined that the use may be classified as a temporary bedding and plant sales lot, which is allowed in the G1 zone district for a period of 90 days with some conditions per Section 26-627 of the Wheat Ridge Code of Laws. The permit is approved with the following conditions: 1. The permit shall remain valid for a period of 90 days from the date the building permit is issued. Any extension of this use after this 90 day timeframe will require submittal of an additional building permit. An application for renewal of the permit must be applied for by May 23, 2006. 2. The use shall not occupy required parking spaces or fire lanes, and shall not contain any materials or structures which aze within the city's designated site distance triangles. 3. Additional requirements and fees may be imposed by the city's sales tax department. 4. The sales area shall be kept clean of trash and debris. TRANSMISSION UERIFICATION REPORT TIME : 02/27/2006 13:55 NAME : PLANNING FAX : 3032352857 TEL : 3032352846 SER.H : BROE5J265373 DATE,TIME 02/27 13:55 FAX N0./NAME 93034204340 DURATION 00:60:17 PAGE(S) 01 RESULT OK MODE STANDARD ECM COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Date 18421 3/9/2005 Property Owner: WAL-MART Property Address : 3600 YOUNGFIELD ST Contractor License No. : Phone : 420-0640 Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agre to abi II conditions printed on this application, and that I assume full responsibi for omplianc with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe ?Rid ordinance , for work under this p/e.,.rm/i)~. (OWNER)(CONTRACTOR) SIGNE DATE-ZLLI/';Iti Building Permit Number Valuation : Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : Total: $30.55 Use: Description : TEMPORARY BEDDING PLANT SALES LOT BUILDING DEPARTMENT USE ONLY Zoi59ttig Com6nents: SIC Approval : JH Zoning : C-1 Btiilding'Cnmments:' Approval : P,ublic 1Narks Commeriks: Approval: Occupancy: Walls Electrical License No : Company: Expiration Date : Approval : Sq. Ft. : 318/05. OK PER ATTACHED MEMO AND PER SEC. 26-627. N4te h+ 1nrS~ ~~irr~rop+ctN Chwnrr/cottits~ct~r ~s r spr t. ~ i, :o the • i,~cti~ Roof Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance wilh the provisions set forth in yopur aDPlicalion and is subject to the laws of the State ot Cobrada and to the Zoning Re9ulations and 8uilding Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wilhin sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a perioa o! 180 days. (3) If this permit expires, a new permit may be acquired for a tee of one-half the amount normalty required, provided no changes have been or will be made in the onginal plans and specifcations and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be done thal will change the natu2l Flow of water causing a drainage problem. (5) Contraclor shall notiy the Building InsDeclor hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be constmed to be a permit (or, nor an approval of, any violation of the pmvisions of-lhe building codes or any other ordinance, law, rule or regulation. . ` ChiefBuildinj " orr Stories : Residential Units : Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ w"E''~ P BUILDING INSPECTION LINE - 303-234-5933 . Date: o, CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°t~~°° APPLICATION Property Owner. ` 10-%r~ . PropertyAddress: 3(G.EJQ Phone: Contractor License No.: Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: Va]ue:5 ~r I hereby certify that Me selbadc distances proposed by this permit appliption are permit Fee:$ accunle, a+W Oo rwt violate applicable ordinances, rules or iegulations of Me City of W hgat RidOe pr opvenanb, easemenls or restricOms oi rewrd: that all meawremenis plyn Review FeeS shovm, and alleyaLOns made are accurele; Nat I have reaC aod agree W abide by all conailions prinled on ihis applicaUOn aro"th at I assume fu11 responsieiliry ta Use T3X'$ compliance with the Wheat Ridpe/,e-,y'ddi Code (U.B.C) and ali other applipble Tota1:5 Wheat RiOpe OrCinances, fo~~9Uq0 Mis perrfit. i ! I / ~a ' rowNFxHCartrUtTOm-. Description: aY a' I 'Sa-(es L ok (3e c~ d c~ ( cta.ti. f SQ. Ft adMd pRTMENT ONLY COMMENTS: 03D~ I~e,. p~cl,ed1 H+e~o aN~ 1or~ .r« , 2~-6 Approval: J N.3~8~ ' Zoning: C ; COAOdENTS: Approval: W pRKS CAMMENTS: Approvat: Walts: Roof: Siories: Residential Units: ElecVicW License No: Plumbing License No: Mechan'ical license No: Company. Company Company: Expiration Date: Expiration Date: Enpiration Date: rovaP Approval' ApProval: (1) This Da*^tt waa iasued in accadance wiN tt, Omvisans set toM in your applicatim and is wMec' to Ihe laws of the State of Cobndo anC W ihe Zoninp RepuWOOns anA 8W101^9 Codes of Wheal Ridpe. Colaatb a any orer aPDlicable ordinances o1 Ihe Cily. (2) 7Tia 7en^it shall ezpke ii (A) the wak aulhorizeA is nol owmnenoeA wilhin SirztY (60) daYS irom issue dale or (8) the DuilCinp auNOrized is wspa+ded a apanAa+ea tor a perbd of 120 daya. (3) H Vpa Dwmit ezDw°s. a new Peimit maY be aWuired lot a Fee of one-1wH the amount nomWft ro0uired. DroviCed ^o cha^9e5 have Deen a will be ma0e in Ue ai7inal Wa^s and apeokaEOns anE anY aspension a aDandomneM has rwt exceeded one (1) year. It charpes have been a if wspension a abxWomient eaceeds one (1) Yex, iWl fees sho be paid for a new pemwt (a) No work ol any marwwir ahaN be done Uut wHl dwrqe tlie na¢ual tlow of wabr causirW a drainaqe poblem. (5) ConVackor shall ratify tlie Buildi^G Inspec0or tweMY-Ww (21) hours in advance for aN insVectio^a an0 ahall receive wriaen aDMpvy a^ h+speUio^ car0 before Woceedi^fl wiM wecesalve Wwes of tlie pb. (6) The iaauence of a Pamit a the aPWoval ol draw+^Gs and sDedficabom shall not be consvue0 to be a pertnit for, nor an appoval of, anY vida6a+ of Me povisiona of 1M buil0iny cotles a arry otl»r adinance, law, rub a re9uWtion. Chief Building Official City of Wheat Ridge ~F WHEqT Community Development Department ~ ~m Memorandum ~~~~RA~ TO: File FROM: Jeff Hirt, Planning TechnicianJ#- SUBJECT: Temporary Bedding and Plant Sales Lot at 3600 Youngfield St. DATE: March 8, 2005 The above mentioned property is zoned Commercial One (G1). The above mentioned use had previously been required to receive a temporary use permit to operate. It has been deternuned that the use may be classified as a temporary bedding and plant sales lot, which is allowed in the C-1 zone district for a period of 90 days with some conditions per Section 26-627 of the Wheat Ridge Code of Laws. The permit is approved with the following conditions: 1. The pernvt shal] remain valid for a period of 90 days from the date the building pernvt is issued. Any extension of this use after this 90 day timeframe will require submittal of an additional building permit. 2. The use shall not occupy required parking spaces or fire lanes, and shall not contain any materials or structures which are within the city's designated site distance triangles. 3. Additional requirements and fees may be imposed by the city's sales tax department. 4. The sales area shall be kept clean of trash and debris. Sec. 26-627. Temporary holiday tree produce and bedding plant sales lots; conditions. A. Temporary sales lots shall be permitted for no more than ninety (90) days. B. If ]ocated upon a parcel which is occupied by a primary use, the temporary sales area shall not occupy required parking spaces or fire lanes, and shall not be located within the required sight distance triangle of the intersection of two (2) streets. C. If located upon an undeveloped parcel, adequate off-street pazking area for the use must be provided. D. Temporary fences, signs, structures and other temporary improvements shall meet all zoning and building code requirements. E. No such temporary sales lot shall occupy a parcel without first having received a business license, sales tax license, and building permit(s) as may be required by the City of Wheat Ridge. (Ord. No. 2001-1215, § 1, 2-26-01) kQ cp~~ur- sPal r0 c-tl '1.10~'L( l Sj rzes e~~ ra s ~g e~~ E~ Lv: ~ c-ki tt 3/~( a S '&ek_ Lt~ a( - {'Lto~✓ ~ ~4 a ~ ~ b ~ ~ w - ti 2 ~ ~ ~ ~ 0 2 v ~ C~ G. JI Y~'>~f"i~ih SGiL SHi I- ~ ~ ~ \ • T ~ ~ f'- I I ~ ) lL I C v ~ ~ / J S~J^0us T, ` 3 I ~ ~I ~ I lu C~ g ~ 3 ~ 8 ~ (S. rK rll ~ ~ rT 0 0 0 ~ m ~ 417D ~ 1 ~ ~ ~ d ~ ~ ~ v ~ ~ v ~ ~ EQ-:i ~ I TJ ~ ~ - --f-- ~ ~ ~ 4 I ~ ~ I ~ I ~ ~ ~ I y'.,.. rr. r~- ~ ~ Building Pffrriit Permit Number 18868 CTTY OF VVHEAT xIDGE 6/20/2005 7500 West 29TFI Avenue Wheeuidgq co sooss - Inspectlon Line 303-235a855 F°"'~~ 303-234-5933 Commercial Miscellaneous PROPERTY 3600 Youngfield ~r Unit: owtvER: Wal-Mart (303) 420-0640 Descriptlou - Temporary use of pazking lot (upper section) 1~ I ock, compost, bazk & brick. Temporary use of pario azea on North-West corner for shrubs, trcc s& racks of floral. Units:Occupancy: Walls: Ro'.f: Stories: SqFcet: u IherebYaNA'WNtlil4~cYtlYYnmPropoaeA4Y~LisperinituPp~ia~i~.~~~,~nrvta.~eddoeotvbl~ro~PPYMkardio~naFNOareepbtlouof/heCYlYOf W►nl Rld(a W Mv f~4 n~eleleb or re5ldaHons ol'revnrd; Hiat all n~ : ~ shnwq ~vd dleplboi m~tle ue ~Me~ei ~~tl Y~ve RdlM ~pv 10 W Weby dlawNtlon~wQtha~In:s~~~~i.funrexP^^•~~~- .r~..~pGaneeMth WeWbe~tWd[eBoWie[Cade(U.ZM7 77TTTO) rm_ _ 81Qi DAT& t VeperwrtwuivueEin.aor~ance wiMCheprovuiansse[forii. i,liontbnavA6SubJMtothehwaefMeSbttofCObMewdbtEeTi~L . Rqylatbm~etlHYiNInCCOdeofWhealRidgqCOlomJaornn..~'.,._..., .:ipleordloa.wd0eClty. 2 'ILb V~reak ftYeaVbae H(A)tbsnorkvmhorizeaisnorconin~..~. . -1Y(60)d., 6emWUedYeor(B)IhebuibdloL~wLL~AwlYnymdedx W~vtluved for ~ P~~ e(110 d~YS. 3 M. pee" ezplyd,a newpermitmaYbeacqnireJfarafeeol~i. . ,i. mrteorn. Itvnq.4eeb porWNSONae{aWwbwarwl~bemah, le the o~Indpl~unMq~W~ntbmmAanysnspen ~ rnM1nnAo~~n~o~.,.~._ u e~aeddooe(t)Yw.IfeY~vt~+~o~d~orl(n~pntlwaW~oEm~nt erv penni, eztteN me (1) Yeoq tuY Reuhdl be Poitl for a 4 NoworleofuYn~voa~W116edonetM1mwtllc~ung<~hcnai~~..~~^. iu.nnaiM.dnl.pProbkm. 5 CastrurorW~~notlfytheBuiWinglnspec~ornr<nry'-fam(24)L.. ,:.i„raOlnfpuflom~vd~b~recNVewxlttm~PP~^NwNpectlmeWbetme pp,eNieiMt cttdve otcl J 6 1Le P ~PPbsnntlsl~«~lio, i .n im~peme~wedmUe~permltfor.~man~ppnv~lot,uYVkYtiaoeflM • nor ortllnanaqiaw,nlu. . -n. . CWefBWtlhL 7vVatar SIQiSD DATE Monday,'lune 20, 2005 c Page t of 1 0 COMMUNITY UEYELOPMENT DEPARTMENT Building Permit Number: o~ ""F~T BUII.DING INSPECTION UNE - 303•234-5933 Date: ` qo CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WMEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: p i- ~l0.✓ Ptoperty Address: 'SCvU6 Yo ~1 . Phonr. 3 6,3 - (42 Contractor License No.: Ov'-Ck~-k Cn -~OA3 j Convany: Phone: pWNER/CONTRACTOR SIGNANRE OF UNDERS7ANDING AND AGREEMENT guildino DepL Valuation Figuie: S 1 hereby oartily thai the setback distances proposed by Mis permit application are acpuate, and do not violab applicabk adinances, rules a reyuWtions ot Me Ciry of Vy]Ue: $ Wheat Ridpe a oovmants. easements or restrictio^s m reco'd: Ciat aM "wawremenb shown, and allepatlons made are aocurate: that I have read and apree to abide by all Permit Fee: $30•~~% conditions printee on mis applicatiw+ and mat I assume (uu responsiDiiiry ta p~~ Review Fee:$ compliancewiththeWheatRidpe aioildlg C;dde (I.B.C)anCa11o7ierapplicableWtiwt Ridge Ordinances. for work untler is pe p(nit. Plans sub7ect ta fie10 inspecU 1 T Y: iowNFnNCa+rRAcron): swNE - onrE 1 O~i Total:$ T _ _ ~ Use of Space {description): 1 e a n.ar u~s~ n~ ~ cw r- ( o} ~'-~-P 2~ °1~ Deseriptionofwork: ~o~ i~ P~. cek, eva~-f u5 ~3 64 ~ ~ C~.~r~a ~:1 N. ;-4-11 n~~~,u~JCo rvte:,r Po r 51'i4~u~ Sr Sq. Ft. adMd f 1'-n DEPARTMENT USE ONLY coMMENTS: !~,l .Nt~ue aNd ~Prova]:J~}F (oI10/t~S'~- D Ir-~ Afl+~ pe►_ zo°"'9 ~D Sedlrn 2, G-19Z7 ca.raErrrs: Approval: ~aixs COMMEMTS: Approval: DFPMTIIEM COMMENTS: Approvai: Sq.Ft.: ~~Al Walls: Roof: Stories: Residential Units: ElecVical License No: Plumbing License No: Mechanical License No: Company. Company. Company. Expiration Date: Expiration Date: Expiration Date: Approval: Approval: ApProval: (1) This pennit waa issueO in acmdance wm the Dovw^a xt forfh in you~ iCo~~ w arry otl~er appikableoordinances of Cdorado and b the Zav^G Reyu~atians and &uldi^G Codes ot W heat Rthe Cny. (2) 7Tis pprmil shell eKpiro i( (A) the wwk auUiorized u nol commenced wilhin sixty (90) days fi'wn issue date M(8) the building autlaAZed is suapsrMSd °r aba^doned for a Geriod ot 180 days. (3) If Ws Permtt n#res. a new Psrmit ^uY be xq+ireE for a fee o1 one-hatf Che artwuM nortnaly repuiro0, proviOeA no d+an9es have been pwiC be msds'0 Ihe WqinN Glans mA apecfica6oru anA anY suspenaion w aban0onrtront has not euceeded one (1) Year• Bdary~s have been a it susDOnsiOn a aDaridonnbnt exceeds one (1) Yew.1uN fees shaU De Wid for a new Parmil. (a) No worle ot anY mamer shaY be done ttul wa Wrqe tlie naaual flow W waler eaueirq a Crawtape Droblem. (g) cormac+or anan rauh u,s Buildw+u l^+veclor M'«+tr-rar (za) nowa in adranos r« ax mnpeceons arw snan receive wrineo apprpvd an papeWpn prd belote Procesd^C vAlh suasaaiva plwaes of Um job. (6) n,e isswnos ot a v«mi1 «ms evvro`r+l of cka"D°'^d spodkOb0^5 swe na ne ca,swee w ee a aerma f«, na an approval ot. a^Y Ndatlon of Ue Dromsqna ot IM M+ildn0 codes or arry otMr adnance, law, nib a repulaUOn. All plan tivNw Is sunl.ct w n.w insv.aion+. Chiei Building Official City of Wheat Ridge ~oF '""EqT~ Community Development Department = ° u m Memorandum C~~~RA~O TO: File FROM: Jeff Hirt, Planning Technicia6~y- SUBJECT: Temporary Bedding and Plant Sales Lot at 3600 Youngfield St. DATE: June 20, 2005 The above mentioned property is zoned Commercial One (G1). The above mentioned use had previously been required to receive a temporary use pemvt to operate. It has been determined that the use may be classified as a temporary bedding and plant sales lot, which is allowed in the G1 zone district for a period of 90 days with some conditions per Section 26-627 of the Wheat Ridge Code of Laws. The pemvt is approved with the following conditions: 1. The permit shall remain valid for a period of 90 days from the date the building permit is issued. Any extension of this use after this 90 day timeframe will require submittal of an additional building permit. An application for renewal of the permit must be applied for by September 20, 2005. 2. The use shall not occupy required parking spaces or fire lanes, and shall not contain any materials or structures which aze within the city's designated site distance triangles. 3. Additional requirements and fees may be imposed by the city's sales tax department. 4. The sales area shall be kept clean of trash and debris. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29`h Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 QoWtOR00,v (Please print or type all information) Applict J(d Address - Y)ua LPhone Q -~J ! City State C" O Fax I` Y~y Q Owner City_ State Phone Fax Contact Address Phone City State Zip Fax (The person listed as contact will be contacted to answer ques[ions regarding this applica[ion, provide additional information when necessary, pos[ public hearing signs, will receive a copy of [he staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communicazion to applicant and owner) Location of request Type of action requested (check one or more of the actions listed below which pertain to your request) Application submina/ requirements on reverse side ❑ Change of zone or zone conditions IE~Special Use Permit ❑ Consolidation Plat ❑ Subdivision: Minor (5 lots or less) ❑ Flood Ptain Special Exception ❑ Subdivision: Major (More than 5 lots) ❑ Lot Line Adjustment ❑ Right of Way Vacation ❑ Planned Building Group R Temporary Use, Building, Sign ❑ Site Development Plan approval ❑ Variance/Waiver (from Section ) ❑ Other: . I certify that the information and exhibits herewith submitted aze true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requ 31ed a n ot lawfully be accomplished. Applicants other than owners must submit power~f-a~~ ey~from e owner~which approved of this action on his behalf. r i Sigaature of to me this day of 20 Notary Public My commission expires To be filled out by stafL• Date rceeiveA Comp Plan Desig. Related Case No. Fee S Receipt No. Pre-App Mtg. Date Case No. Quarter Section Map Case Manager Address Required information: Assessors Parcel Number: Size of Lot (acres or square footage): Current Zoning: Proposed Zoning: Current Use: Proposed Use: Q v ~ I I I ~ J ~ N ~ . J . ~ ~ L ~ v s~. (~va~ ~ ~ L J ~ ~ ~ ~ 2 ~ a ~ _o ~ ~ ,y QL ~ t ~ ~ a ~ ~ C~j J ~ V' ~ -1- ~ ~ ~ cn N Bulldillgl elililt Permi[Num e/ 77 l O CITY OF WHEATRIDGE 5/26/2005 7500 West 29TH Avenue Wheatridge, Co 80033 - Inspection Line 303-235-2855 C.tyd%basl.%dge 303-234-5933 Commercial Tenant Finish PROPERTY 3600 Youngfield St ITttlt: OWNER: W31rildTY (720) 26I-839$ Description Snack Bar Remodel - convert into a Subway Sandwich. Replace equipment, pain[ & wallpaper, replace ceiling tiles & add office. [FEES - - _ ~ - _ ~ees ~ - - _ - _ Use Tax _ - $252 00 - i $252-.00 . ~ - _ ~iPian Review_ Fee_ ;,$200.53__ 02 53 ~ - I_... Permit Fee _ 308.50 _ 1$308.50 J Total Fees_ -~761.03 - CONTRACTORS_ jName - _ License # - - - I ~Ph_one - Lajjac Interiors Inc. _ ~19040 - . ~?927 7 - _e_ _ : - ILwkow Electric, Inc. _ - -22292 , _ _ _ __~3039094614 , Colorado_Plumbing and Gas Li 21912 _ _~7990882 ~Tpe ORIZATIONS i ~ _ - Notes Approved - - - LBwlding A~prova___ _ ok w/ notes Must.meet 2003_IBC and subjec ]5/12/2005 ~ Units: Ocwpancy: B Walls: Roaf: Stories: Sq Feet: i M1ertby certify fivm 11e,,mback diatmeee propoxd Ey Mls permit apptieltion arc eccunlq and do mt vbbm applicabk ordinmtts, rvks or regulallooa of tM1e C{ty of WFem Itidge o4 rovengnis, eawmeMe or resMCtione o( rcaoN; thv[ all moauremenb vhawq mA aIleenbm mada ve vacunte; that 1 hove rcad and agm ro~bide by .0 mndipwy ointedan [his app1lqAtbq and 11}P[ Iauume full reiponsibNty for compllma with [he WM1taf RIJge BuiWing Code (U.B.C.) and all o0er applicable W hnt RIUge prJinum" foF NYµ+,w,S~SMis qbrmic. --~-R59-_ (QER)(f,ONTRACTOR) SIGNED DATE tiM1is permil wu dsuetl in attorAq ctMi[h I~e prw4boa sel forth in youropplintioo and is subfecl lo Ihc Itm of Ihe Slale of Colontla and b the Zoning Regulvtlons and Bulltling Code of Wheat IUdge. ColonAO or eny olher npplicable ordirancn of IM1e City. 2 Thia penni[ eb W eap4e if (A) the work rvthorlutl is mt wmmmaed wlthin alaty (60) 0aye Gom 6we dale or (8) the Euilding aulhoriud la eus0ended or nbandaned (or a perloJ at IIO days. 3 If tAle permif expircv, . new permll may be ncquired for a(tt af ano-half the mmoum normally requlrcd, proviEM m chmgas hav<been or wN be mnde In [he origLUl p6ns antl specNcatiom wtl any mapwebo or abondonment hn mt exceeded one (I) ynr. If aM1men nre made or ilmepension or abvudonmmt exceeJS one (Q yenp fu0 feea shall be paiJ for . new permit. 1 Ho wor4 of any manner shall be Jooe that wN ohmee tM1e ntlunl Oow of wa[er aamine a Anlnage prvblem. 5 Contrvoror shall nutly tM1e Building Inepecror lwenty-four (20) haurv in atlvantt far W inapeatlom and sM1all rcecive wtlttm approval on inap«tion ard before proreMingwilAauemsNepAaeeao(theJob. 6 lTe luu permtl~Y'~pro~do'FdeLwinge and specNevtiom ehW not Ae comtruea m be a permit foq mr m approvtl of, my vio6[bn of the . p~evG 1 e byjldlLg eoEes or my ot~ osal~mcq uw, rvk or reeulotbn. CAicf BW N4ug Imp«ror SIGNED DATE Tuesday, May 31, 2005 Page 1 of 2 rxorEx'rY 3600 Youngfield St Unit: owivER: Wahnart (720) 261-8395 Descriptioo . Snack Baz Remodel - convert into a Subway Sandwich. Replace equipment, paint & wallpspei, replace ceiling tiles add off'ica Fire Department APProval see comments 5/27~2U05 Units: Occnpnncy: B Walls: Roof: Stories: Sq Fcet: o. IYenblCorebWtfieeePoaek96iYU+, Pnpmd by1tl. Persia aPWe+tlouvswounu.mddogotvWhaWV~Woble.ortlloesa4nbx"PdoselsNWeGryot.. WhntHldt<ermrea,n4eaentetiorrmtikllovafeewNiWl-0 mwmemmYohowa.gedYReibumwde-nmcante;tlutlYVarotlYAKP" WaYMeh' . .amuamna.totoado.m6•vWueMb•, ..amw I,.umer.urapoomw7wrcoopu..«.Nmoewmt map 9wamg code(U.e.C.),ndAwsweB." . WhMRWEordWoee~.(orworkudeeNYpemiL (OWNBR)(CONTMCTORI . SI'~~MTIC 1 '171eMrta11wuhoMieseeorYnaMUtYePrwbbw,NfoMNY^uraPPlk-tlonmMYSVb)eetroWhmnoft4eSWeofCebndaWblha7neYSg pepablbMaod9u0d1eg CedeNWYa.fPWee.CobnJOOruYONUipptlnbYordlognmaflheCiry. . . . S TWP"«"P~~(A) MeaorkntMrigei 4mtromnnadwlfhlvdstY(60)Oa1 frou4meftharlBlt6ebeYMOiwwbxWdYe..'ended a WgMmWGr. pe'bdoflNdbY. . , . ]QWo W" «Ire4a vawpnmltwrybaK9Wdtx. GeafonaWVWemooal~urnYb'M.U°4P^vldedwd~nLmbMbwxwHl. roWSInNe , . .arigletlplWmlqsM°tlemanduynoggifi^en mWoodoemmebuuotexaNMow (1) Y.•VeWnimvemWeorlfeuqWuarYWeaereet . . . eaned,welUYm,WiwAA bsPodd ft a newpe'mM. ' / iiewwkolnyooeure4NbsdawWtwfil dueethegutvNOwatwnlaneWLa dnbqepm4lem. ~ . . S CoetrubrYll utlb'Me.HeWleCIeRKt^r~~nfour(N)hounh~dvoneetora Wrvnewm.odAa rtNveminmoppovYu4~emtlhNort.. - pmw~twltYr~erWalswoflYslob.' . . 6 Tbe Ap- ml~peeiBe~tlov~0W9eotbesoortmNaUe. permkkr.urusqwnvilof,.oqNYtlno(tk . em 6uY~eeWner~ , brrmkwrtLdotbn. ~ Tuesday, May 31, 2005 . ~ ~ Page 2 of 2 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of '""Eqr BUILDING INSPECTION LINE - 303-234-5933 Date: : CITY OF WHEAT RIDGE ~ y ~ ^ 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80033 - (303-235-2855) ~ ~~~~p~° APPLICATION Property Owner: PropertyAddress: 3600 yOll~J'F~-~ Phone: ~'~p -ab 83 ls Contractor License No.: 00y(7 3o Jz '~9 a campanY: ./0 yR Phone: _ 766 7 OWNER/CONTRACTOR SIGNATUHE OF UNDERSTANDING AND AGREEMENT Buildina Dept Va►uation Figure: $ 00~?. &r) I here by cerUfy V this pemit applicatlon are acwrate, and a .l or repulations of the Ciry ot l aX measuremenis th d r V21u8:$ a wr : e Wheat Ridge or ~O Q..Gl ~ ,ad and agree W abide by all GLV Permit Fee:$ Shown, an0 alle wnditions prinl ~;ume full responsibiliry for other applicableWhea[ all nd Z ~ PlanReviewFee:$ ~ compliance with / fieltl inspection. to Ridge Ordinanc vJ ~ ~by`C ultia-XIS DnfEJ ~Q- Total:$ E5 (owNeR)(cowrw.c / fletc (OW NER)(CONTRAI Use of Space (description): W*4/n` 7 -5;/U/7zK bns Description of work: JNT-p 5U.6LlJ4I P1tlN 1Ullt-L'/tW ~ k'~j~G/4~~E C~/LING- ~LfS' Sq. Ft. added a~~YL N% 06 / C~ urnl.nitvG DEPARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS: j.1 A lJ ApProval: M~ 1 Q zooJ~ Zoning: vc _ - G COMMENTS: 0 1{,.~ t~ NOT~ ~ M 1~ Z~ p Q7Wt - - APProval: t • t,~• ~p .~L~~ 111s ~~SM /Z D~ ~ Ori~~ L.~ $lMfl N~FIEwte~d~ - I WORRSC061MENTS: , AppfOV01: DEPARTMENTCOMAIENTS: qpproval: muoancv: JA 17 Wails: Roof: Storiex . Residentiai Units: Plumbin License No: Mechanical License No: Electrical License No: g ( 2 ComPanY: ` W kbin, ~ ~ uCompany: Company: IX C°~ ~ Expiration Date: Expiration Date: A,ExPiration Date: ApprovaP Approval: Approval: (1) ' 1onny Regulations and BuIdinq Codes t of W heayi Rdge, ' Cobredo or any othert appliqble ord nancet Cob do nd to Me Z s ot the Ciry. (2) This pemit shall expire if (A) the work authorized is not commenoed wiNin si#y (90) days finm issue dale or (8) Ne builCing autliorized is suspended or abandoned 1or a period of 180 days. ~a ~an es (3) I( this permil expiros. a new pemit maY be acquire0 fw a tee oi one-half Me amount normally repuired, pro 9 have been or will be made in ihe oripinal plans and speafir•rUOns and any suspension or abandonmenl has not exceeded one (1) year. K changes have been or A suspension w aCanOOnment exceeds one (1) year, tull fees shall be paid for a new pertnit (4) No wak of anY manner shaN be done ihat will chanye the naWral 1bw of water causing a d2inage problem. (5) Contrador shall notify the Buildinp Inspector twenty-four (24) hours in advance for all inspections anC shall receive written approval on Inspectlon card before Proceedinp wim successive vhases ot me job. (g) The iuuance of a pemit w the aDPmval oi Crawinps aM specffications shall not be consWed b be a pemit tor, na an approva f, any vidatim M visions of Me buildirg codes or any other ordinance, law, rWe a reB~tion. All plan revfew p o Mld Chi uil ing Official Wheat Rifte Buildin$! Division 7500 w. 29,~. Avc. R'heat Ridae CoN, rado ft0(i's3 ;03-23>_2853. 1'AX 302-735_7557, w~~w c.i. il~e.ttricige.cu,tu Majjac Interiors 18918 E. Keut Circle Aurora, CO 80013 $-12-0$ RE: Plan Review for 3600 Young feld Street, (Walmart Subway) The following requirements are made under the 2003 International Building Codes and the 2003 International Fire Code with amendments as adopted by the City of Wheat Ridge. 1. Building Plans were reviewed under the 2003 Intemational Building Codes, 2002 N.E.C. and are subject to field inspection for compliance. 2. Building shall meet the City of Wheat Ridge Prescriptive Energy Code or the 2003 International Energy Conservation Code. 3. Fire alarm plans shall be submitted to the Fire District and Building Department as a separate permit. (Alarm system shall compliant with N.F.P.A. 10 and A.D.A. requirements) If required. 4. Fire sprinkler plans shall be submitted to the Fire District and Building Department for approval and will be submitted under a separate permit if required. 5. Fire extinguishers shall be mounted in the main corridors with'a minimum rating of 2A-40BC with no greater than 75 feet travel distance between extinguishers or according Fire District standards. 6. "NO SMOKING" signs shall be posted at the entrance to the construction site. 7. The existing fire alarm system shall be in normal operation when construction work is finished each day if applicable. 8. The Fire District shall be notified if the Fire Alarm or sprinkler systems are to be down greater than 5 hours. 9. "ALL" Fire lanes shall remain clear at all times of construction. 10. All alarm devices shall be supported to structure through out the tenant finish. 11. All bathrooms shall comply with A.D.A. 12. Any changes to the existing approved plans shall be submitted to the Wheat Ridge Building Deparhnent and Fire District.. 13. Ceiling lamination and ceiling panels must be self supporting from structure. 14. Signs on the required egress doors shall state, "THESE DOORS TO REMAIN iJNLOCKED WHILE THE BUILDING IS OCCUPIED" or panic hardware shall be installed on all required egress doors. The twist bolt locks shall state whether the door is locked or unlocked. 15. All approved plans and permits from Wheat Ridge Building Deparhnent and the Fire District shall remain on site until a Certificate of Occupancy is received. 16. Any "HOT WORK" operations shall have a required extinguisher with a minimum rating of 2A-40BC within 20 feet. 17. Exit signs shall be accompanied with frog eyes for back up lighting. 18. Need proper clearance in front of all equipment needing serviced. 19. Occupancy sign of shall be posted. 20. Electrical shall be labeled, "Electrical Room No Storage". 21. All equipment must be installed to manufactures installation criteria and minimum IBC standards. 22. Any existing items in the field that do not meet minimum code requirements must be brought up to code per field inspection. 23. Subject to field inspection. If you have any questions please feel free to give Chad Root a call at 303-235-2853. A. ~ ~ ~ ~ ~ m i O V x ~ ~c 3 ~ d t ~ V d L Ol '0 s a o ~ c o c~p N V N to d ~ ~ I N ~ Q N N ~ M } ~ M V m H ~ ch M ~ g u N ~ ~y V a d o► O s O ° d c 4- o t } o t ~ M G ~ ~ L m N a w Ll- ~ d d o a d rn ~ v u at h ~ 01 ~ ~ c 3 c i o t ~t 3 3 } ~ O d L a } O d ~ ~ d v V 0 s O ~ V ~ s s H WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034-0507 303403-5900 • FAX 303940-0350 • WWWWRFIRE.ORG Majjaz Interiors, Inc. May 27, 2005 Mazk Bailey 18918 Kent Circle Awora, Colorado 80013 Re: 3600 Youngfield Street, Wal-Mart - Subway. The following review was performed under the 2003 International Fire Code adopted by the City Council of the City of Wheat Ridge, Colorado, and the Fire Boazd of the Wheat Ridge Fire Protection District. 1. Plans shall be submitted to the Fire DikVict for approval and permitting of the fire alarm system and the changes to the existing fire sprinkler. 2. An occupancy load shall be posted at both entrances to the restaurant. 3. All compressed gas cylinders shall be secured by three points of contact. (Compressed gas for the soda fountain.) 4. A fire extinguisher with a minimum rating of 2A-40BC shall be supplied within 75 feet travel distance. Said extinguisher shall be mounted 3 to 5 feet from the floor surface. 5. 1'he circuit panel serving the tenant finish shall be cleazly marked within the panel. 6. A complete list of chemicals shall be forwarded to the Fire District for review. 7. All exits shall remain cleaz during all phases of construction. 8. All "FIRE LANES" shall remain clear of all construction and other vehicles. 9. Any dumpsters to be used for the demolition shall be a minimum distance of 20 feet from any building. 10. Any changes to approved plans shall be submitted to the Fire Dishtict. 11. Inspections are required for final C.O. from the City of Wheat Ridge. Any questions contact me at the Fire District. ved b Revje~J.S % /l DougFire Mazshal ~«„a»; r. ` t~wr~ • ) n': ..`~ct 30 .WffifC.Df9 m i+ 9 k, t~ P 1 y M1~ ~ ~ c! fmvftm* ma nft n. sambd.. ,+a~ v~ I. ahe ~rtioe~e fire~ won m ra%a er an anaxion +edudLM ~ „ad 'tt,6 Vwiat awst bf':fe4Rned nyon daa~d ta a . ~ r F r=, A ~ 2f ~"f 7HREE (3) *am tha nonnN tee wNl be asesed. w ~ nmc.paia m Metbad ; . ;t• arrE ~R ' ~ , a~~3....~ ~r~.^4~a~~. . : xr~:~.°•:~,;~ ~ ~'r~ ,~,~r^~a"`~~~:t~.. . - ~~s~~ , * . . . . . . BuildingPermit CITY OF WHEATRIDGE 7500 West 24TH Avmue Whoahidge, CO 80033 303-233-2855 ~ c~awr~.wa~ I Commercial Demolition Permlt Number 18696 5/10/2005 Inspectlon Line 303-234-5933 PROPERTY 3600 Youngfield St Unit: OWIVER: Wgjmart (720) 261-8395 DescdpUon Remove tables, chairs, existing cabinets & ceiling files FEES Fees Due Paid Permit Fee $50 00 $50.00 Total fees $50 00 $50.00 ~ /sv w can CONTRACTORS 'son• cro Name License # Phone Maiiac Interiors fnc 19040 7662927 ue iavnlq ~ed da vol vbl~h ~PP~~ ^b~~N~ ~K~~~ efthe Ckyof emwb shown, ud ~&ptbea maEe mrt attunde; tMt I Wn rea0 ud ~pee W Wlde by for mmpWett wifh Ise ~t RIGee 8o1Wb` CoJe (UaC.) ud JI o1ia appYMk Thb peimlt wu hmed Iv acewdanse wk6 t4~ eel torth le yovr opplkatbe aetl 4suEjal to tbe lawa of tAe 9tale ofCObMO ud ro Ibe Zoeft RqWtlomaodHVtld1oLCode, ofWheuRld~R ~doormYOOerapplkWkordbmmofWeCiry. M. prrni[ W W erptrs V(A) We wwk rvWOAUd 4 vot mmmeaeW wNlle Wty (60) da, from Iwe tlm or (B) the U^ON^G aat6m4ed 6 wpsdM w apmdmed for a peelod of 110 drya If th4 pwlt expkea, a aew pnmit mry be uqolrM kr a ke of ono-haH We wouut vormaYy reqehed, provW W so doe{a luve bees or wii 4e mWe b the orlaiodphm ud ~pMlintboa md aey euspeubn or ~baedoemmt hu oot u<eedd oue (1) ysar./f ch.vpa m ma0e or Ifsenpeaebe mabuAennmt e:ceetls ove (1) Yur, hY (ea puY be MW Por a~ew Prrms1. N. ~ e(uY . sholl be dova tWt er01 ehanCe Ne n~ounl ibw ofwma nu+loL . Enio.(f ProCMm. Coetresslor b*ll eeHfy the BuildNt loepeeror Iweolykur (29) haun badvwa for aO IaepMlom end MsII rtcelve wAt[eo approvd ov hufaudm wd before prvaedloL wqh neewdve phaxs of Nelob. 6 1Te iwource Na wmk or t6e apoeaw of Mwiop snd ~peel9c~tlom ~W~ not be rnvetrued ro be a penelt tor, nor uappmval of, ur Wa6tloa af We ruk or neabebe. Tuesday, May 10, 2005 . Page 1 of 1 Units: Occupancy: Wxlls: Roof: Stories: Sq Feet: o COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number. of w"E,TP BUILDING INSPECTION LINE - 303-234-5933 Date: : o~ CITY OF WHEAT RIDGE ~ ^ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303•235-2855) APPLICATION Property Owner: 19Lr'1i741Z 1 4 PropertyAddress: `360rL) f Phone: '7~p~(J A f - 93 Convactor License No.: rq(~~7 Q Company: Phone:302 / - 7 OWNERICONTR4CTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I Buildina Dept. Valuation Figure: $ I hereby certity that the setback disfances proposed by ihis permit applicatlon are ~icable ordinances, rules or regulafions of the City of late a t i d V alue:$ v o o no DP acwrate, and W heat Ridge or oovenanfs, easemenLS a resUic6ons of record; that all measurements made are aaurete: ihat I nave read and agree ta abide by all ti Permit Fee:$ ons shown, an0 allega conditions printed on fhis appiicatlon and ihat I assume full responsibiliry for plan Rev~ew Fee:$ o0P(I. SUanda onWheat compliancewiMlheWheatRidgeBuidingC that ans ~ ' pe c t fe d Ridge Ordinances, for work un pe ~l Use Tax:$ DAT S O-O TOt3I:S (OWNEftpGONTRACTOR): SIGNE ._.....__.,,.....~...,....e~.oe~urcn DATE Use of Space (description):~j G/~3iA) 45JS Description of work: Sq. Ft. addod MAY ~ 0 1005 BUILDING DEPARTMENT USE ONLY -SIC:. Sq.Ft.: ENTS: oval: FC'ining: COMMENTS: P,pproval: ~ORKS COMMENTS: AppfOVal: rIRE DEPART/AENT COAIMENTS: I I Approval: ccupancy Wails: RooP Stories' Residential Units: Electrical License No: Plumbing License No: Mechanicai License No: Company: Company: Company: Expiration Oate: Expiration Date: Expiration Date: proval ApProvah ApProval: (1) This permit was issued in accordance with the provisions sel torth in your application and is subject to the laws of the State of Cobrado and to the 7AniM Repulations and Buildinp Codes of W Mat Ridge, Colorado or any othw aDWicable ordinances of the Ciry. (2) This permit shall eupire N(A).ihe work authorized is not commenced within simy (90) days from issue date or (B) the building authorized is suspended a abandoned for a period of 180 days. no chan (3) It this permit e~ires, a new Dermit may be acCuired tor a tee of one-half the amount nortnally require0, pro9es have been or will be made in the aiginai Vlans and spedfintions and any suspension or abantlonment has ral exceeded one (1) year. If chanpes have been a if susPe^si°^ or abandonment exceeds one (1) year, full fees shail be pald for a new pertnit (4) No worlc of anY manner shaN be done tliat will charqe the naWral flow of water wusing a drainage Problem. (5) Cpnyactor shap nob(y the BuiWirp Inspecior twenlY-four (24) hours in advance fa all inspecUOns and shall receive written approval on inspeclion card beforo Woceedirp wiM suecessive Phases of the job. (8) The iuuance of a permit or the aPDmvaI of drawings and spedfiptions shall rrot De consWed W De a permit iw, nor an approval of, any violation of the provisions of tlw buiWing codes or arry other ordinance, law, mb or repulation. NI plan reviaw b sublect to fNW Inapoctlons. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 18477 3/18/2005 Property Owner: Property Address Contractor License No. WAL-MART, INC 3600 YOUNGFIELD ST 22233 Phone : 420-0640 Company : Pettus Plumbing & Piping, Inc. Phone : (256) 389-8181 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thal the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; thal all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and lhat I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C.) and all other applicable Wheat Ridge ordinances, forwork under this permit. (OW NER)(CONTRACTOR) SIGNED Valuation : $15,476.00 Permit Fee : $344.90 Plan Review Fee : $0.00 Use Tax : $278.57 Total: $623.47 Use : Description : REMOVE & REPLACE 2 10TON RTU'S W/ AAON 10 TON W/ GAS HEAT/COOL. PROVIDE AND INSTALL CURB ADAPTERS, PROVIDE AND INSTALL HURRICANE BRACKETS BUILDING DEPARTMENT USE ONLY Zoning Comments;` Approval : Zoning : Bullding Can(imepts: Approval: Rublic `Wct,rtcs„'Comments:', Approval : Occupancy: Walls SIC : Citv of Wheat Ridqe PRESCRIPTIVE ENERGY CODE BOILERS 1 FURNACES A MINIViUM OF 90%AFUE GAS WATER HEATERS A MINIMUM OF.60 ENERGY FACTOR ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTOR SETBACK tHERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT) R-21 WALLS • R-38 CEILINGS • R-19 CRAWLSPACES Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : 22233 Company : Pettus Plumbing & Piping, Inc. Expiration Date : 3/18/2006 Approval : OKIKS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any olher applicable ordinances of ihe City. (2) This permit shall ezpire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the buiiding authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in ihe original plans and specifications and any suspension or abandonment has nol exceeded one (1) year. If changes are made or i( suspension or aban0onment exceetls one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that wili change the natural Flow of water causing a drainage problem. (5) Contrector shall notily the Building Inspector hvenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before pmceediing woh5uccessiv 'ob. (6) The issuatti p or ihe approval wings antl specifications shall not be construed to be a permit for, nor an appmval of, any violation of the prpvisi ingf,p8 other ordinance, law, mle or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: W0.l' m0. , { PropertyAddress:3(oW\(our4 eld St Phone:3o3_ Con[ractor License No.: company:PetrusPlumb,nc~+t'rp,nq,~n~. Pno°e:~3`s9818f e OWNERICONTRACTOR SICaNATURE OF UNDERSTANDIN6 AND AGREEMENT I hereby certify that the sefba accurate, and do nol violate al Wheat Ridge or covenanG measuremenls shown, and a agree to abide by all conditic responsibilily for compliance other applicable Wheal Ridge )posed by this pertnit application are ices, rules a regulatlons of the Ciry of or resUictions of record; that all i are accurate; that I have reatl and iis appliwtion and Nat I assume full Ritlge Building Cotle (U.B.C) and all , work under fhis pertnit. (anrEaycarrrucroRy Description: Sq. Ft. adtled onstruction Value:$15,4"fcp Permit Fee:$344 AO Plan Review Fee:$ iTse Tax:saa8-S1 Totai:stra3.4c Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) ThispertnitwasissuedinaccordancewiNtheprovlsionssettoAhinyourapplica0onantlissubjecttothelawsaitheSfateof Coloratlo and to the Zoninp RepuWtions and Building Codes of Wheat Ritlge, Coloredo or any oNer applicable orUinances of the Cily. (2) This permit shall expire if (A) the work authorized is fwt commenced within sixry (60) days from issue date or (B) the building auNOrized is suspended or abandoned for a period of 120 days. (3) ITthis permit expires, a new permit may be acquired fora fee of one-halFthe amount rwrmally required, provitled no changes have been or will be made in Ne original plans and specificatlons afW any suspension or abandonment has rrot exceeded one (1) year. If changes have been or if suspension or abarMonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will charge the natural flow of water causing a draina9e problem. (5) ContracWr shall notify the Building Inspecfor twenry•four (24) hours in advance for all inspectlons and shall receive written approval on inspection nrd before praceetling with successive phases of Me job. (6) The issuance of a parmit or Ne approval of drawings and specifications shall not be construed lo be a pertnit tor, nor an approval of, any violatlon of the provisions of Ne building codes or any other ordinance, law, rule or regulatlon. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: 21 0 d w~ 0 W CD V J a0 P O D (D i n ~ O 7 y S SU N cr (D N 7 N N ~ d 0 m ~ N ~ ~ 0 ~ ~ t% C- 0 6 n a a A N ♦ I 0 ~ ~ O A Z (D 0 0 W m r-o. Wtn O~ w ~ ~ m • ~ o r O Z (D ~ y ~ v ~ C Z ~ y' -i 5. 0 ~ m ~ -i s ! s ~ Z O m c 0 m 0 .d. lD 0 m a ~ ~ O ~ zr 7 O ~ C o m 1 1 N ~ N 6 7 ~ G ~ ~ R M Q 7 3 0 nf ~ ry 0, 1 d ~ o:r M (o m .n~., O 7 IC < O N O 7 94 ~ < s Ip r, < w C m 7 S ~ ay 3 ~ O ~ O y ~ q 7 n `O a < 0 3 o ~ y C ~C ~d d' ~a o M N N (D ti A 1D 3 nf ~L N N N IC N < C. C- 0 c O a N r-,, LJ m C) O ~ I~! r- L•, . ~ (D * * 5 ~ o ~ v _ ~ > N V~1 ~ ~ ~ m C ~ v ~ YI v ~ ~ ~ Z ~ / . COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number BUILDING INSPECTION LINE - (303-234-5933) Date CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) 75209 3/7/2003 Property Owner: WAL-MART STORES Property Address : 3600 YOUNGFIELD ST Phone : Contrector License No. : 21719 Company : Kekoka Construction Phone :(903) 753-8878 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $150,000.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alle9ations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility forcompliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNEDDATE TI'1I03 Description : INTERIOR REMODEL OF EXISTING WAL-MART BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval: Zoning : Building Comments: Approval : OK/DM Public Works`,Comments: Approval: Occupancy: Walls PER REDLINES. 3/7/03 Roof : Stories Permit Fee : $1,655.95 Plan Review Fee : $1,076.37 Use Tax : $1,800.00 Total: $4,532.32 USe ¢Z SIC : Sq. Ft. : Residential Units : Electrical License No : Plumbing License No :21160 Mechanical License No : Company : Company :Aloha Plumbing, Inc. Company : Expiration Date : 7/29/2004 Expiration Date : Approval : OKIKS Expiration Date : Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ritlge, Coloratla or any other applicable ordinances of the City. (2) This permit shall expira if (A) the work authorized is not commenced wilhin sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If lhis permil expires, a new permit may be acquired for a fee of one-half the amouN normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a tlreinage problem. (5) Conirector shall notity the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written apOroval on inspection wrd before proceediing with sucecue~ssive phases of the job. (6) The i ce of~~ ✓ L it or the approval of drawings and specifcations shall not be consiruetl to be a Permit for, nor an approval of, any violation of the io g codes or any other ordinance, law, rule or regulation. Chief Building: spector Please sign Terms and Conditions on reverse side of page. For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a CertiTicate of Occupancy requires: 1) The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. 2) Thg completion of site drainage/grading requirements per the approved site grading `plen and/or fnal drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certifcation is required from the c.ivil engineer of record. Inspection are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. All the above items must be completed and approved by Planning and Zoning, Building and Public Works before a CeRificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted untii the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the propeRy which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) KCA S_" S~ ~ Date: Signature: PLANNING & PW hax:5051551~5( DEPARTMEPiT OF PL.'vNNING AND DEVELORMENC BUlLDING INSPECTIQIN LINE - 303-234-5933 czTY oF wxMnx xmcE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) "PL" TION, sep JV LVUL ie:ui -.uz Euilding Pemut Nu.nber: liate: PropertyOwner: a{,/*avT 5rov+3 Proper[yAddress:3(vca you.v.'~~r~~ ST~^CCT Phone: ~i Comraetor Licenae No.: ,a`- I~ ~ _ mP~Y: K n-)l.n A Phone: OWNBR/CONIRpCpO}L STqip'{Uxta OF UND8R5fANpA*G ANll AG]2E%MUM I hearby cerlilY that the satback disLwces proposed by ffiis pemiit applicxtion erq acourelq md do nat violate eppliceble ordimnces, iulp or mgulations of tho City of WheM Ridge or covenwDa, wsuneoh or rnvtriotio.oa oC ~d; thal all mexsurameNS shown, and.sllagations xasde m sccurate; tbax I bave iread md agcea to abiAe by all conditions primed on dtis appLications sud 2krat Z aryume fu11 sesponUbiitiry fox coxupAiau.ca wttlG tLE W6,ast ILidge Bttilding Code (U.B.C) sM a!I olher applicable Wheat RiAga OrdinaaSw. forQ rk unae~wis pemuc 7 6 ~i c0wN8,FxcoN1[u,cxozV: sACNEo naxs Constxuctzon Valuc~/So~voo.4° Perznit Fee: y5 Ylaa Iteview Fee:*i IOVI iiee Tav• t~~7 • ~ xok j. C-) -c~ ~Descripcion:.-7~r-Ghu. v*e".a( o-f +eac7 sTihy /JAl -/yicrr BULI,DING AERA,R ~~w, d; , C Approval: ~ s:.. J,,~ z~~g.. oK e.a. Appmval: APPzoval: o~~pancy: waus: xoor: , exj?~~,n T3lecmical License No• PlumbinE License N / vO ~coinp~ SCLuyI5cyn compauY Eapirauan Date, E:cpira2ion Date: O Expiration Date: Appzoval: Approval: A.pproval: (1) TIVd pdaul WiS w118d ui aLCCaJtrMC W Wt fbB piUVUicw sa[ £oRb in yaq 9payillOA dAd AS BYDJOCf W U1C I9W9 OF Ult 9IA[p OFCOlOndo aryd tu (he xorv2,c Reguletiom md Huilding Coda M' W&eat Ridge, Colmado ar any oq« apylicable ordin.mes vf the Ciry. (2) This permit ahall wepue if (A) the work wthouze-0 ia not commmcul ati[hin aixry (60) yy. Tnm. usue due oG (A) the ynildin; suthwized is awprnded or abanderul fw a pttiod of 120 days. (3) If ytis petmi,t aicpum, a new yxorlt.ttmy 6n arquixed foi a fee o£ onGhalf Uu amomt nonoally iequv<d, ywided no cLangos hrve bemz or will be m»de~'u~. Ihe otiginal plms eod epecificatiavs az.d aq suspeasiao or abenAorvmere pu wr exmeded Que (1)Yeu. IfcLss~qm hev< been x u ausNe.uim a abmEon+nmt aceedxonep)rear.fullf szhallbepaidfor opewpemvc (4) Nownlcofayy,Wanqer *typbedunethyewill cyangecynanualAowofwaureauweigadrein9gepmFlmn (5) Conkecfashaltmtify theBtilding Inspeceoi Rven.ry.foux {24) liours pi advauca ~~pecuons md ahell receive wnaen apyrwal on in:Pcetion cud 6etue goceemog with mccassAVe Phues af Ute lob. (6) Iho ismance of a pvmie e we appcoval o[ drowygs .ud apee~eu~opa yWl no[ b¢ eqw4ued ~o bo a pemiit fw, nor an appro~ol o£, wWviolaaon ofdx~ P~'~Krn+s a e b+ilAdu+e eaho or wv oeha ordinan=e, Aem, n+le w a8)lation. Chi uil Inspettor 4l~,YNTERGY Date: 06/13/03 To: Darin Morgan Codes Administrator City of W heatridge 7500 West 29th Ave Wheatridge, CO 80033 303-235-2857 From: Chester Lanning Subject: Wal-Mart #1208 Remodel Wheatridge, CO CCD #1 CC: File VIA: Fed-ex 2nd day Transmittal We transmit the following for your use on the above referenced project: 1. Four full size sets of plans for CCD #1 with change narrative, these are owner requested changes _ Thank you, Chester Lanning Building Permit Expediter 11044"~ ~ ~ $ . \ W:\SWas\Wh¢a120ffiCarespqitlPnre\COtlnPartuttl^9`ll61303 Trs Oam Aomaf.tbc Cyr&W uc 73075. BaatlerAVe., Suite 200 TL4a, Oldalrorne 74119 Tek0we 918-877-6070 Fax 918-877-0000 In To: "'marylouf@ci.wheatridge.co.us'° <meredith@ci.wheatridge.co.us> Subject: Wal-Mart #1208 Wheatridge, CO remodel Meredith, per our conversation, Wal-Mart wants to drop the roll-up doors and metal siding on this project and pursue the interior remodel permit only, thanks. Chester Lanning ~ Building Permit Expediter clanning@cyntergyllc.com <mailto:clannmg@cyntergyllacom> 1307 S. Boulder Ave. Suite 200 Tulsa, Ok. 74119 918-877-6000 Ext-240 918-877-4000 Fax -----Original Message----- From: Vicki Flippo [mailto:Vicki.Flippo@wal-mart.com] ent: Wednesday, March 05, 2003 12:47 PM To: 'Chester ; 'Jim Turner' Cc: Chad Hartman; Gary Hawkins; Randall Bolinger Subject: FW: 1208 Enclosed GC Cat,opy Importance: High Per phone conversation with Gary Hawkins today, we are going to pull the GC Canopy info from the Remodel plans and put it on hold until we get verification of approval. That way we can continue with the Remodel permitting process. If it is approved it will be done as a Special project through Randall. Any questions, please let me know Vic Vicki Flippo Store Planning Plans Administrator -vlflipp@wal-mart.com ((479) 204-0220 Fax (479) 273-8350 Printed for Meredith Reckert <meredith@ci.wheatridge.co.us> Page 1 of 1 3/5/2003 WHEAT RIDGE FIRE DISTRICT "Dedicaled To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 February 19, 2003 To: Darin Morgan ChiefBuilding Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Approval ofBuilding Remodel Plans for Wal-Mart Store # 1208, 3600 Youngfield, Wheat Ridge, Co., Dear Darin, After a review of the building plans for the modification of the Wal-Mart Store # 1208 at 3600 Youngfield, Wheat Ridge, Co., 80033, Fire Department pernvts will be required, and I am submitting the following comments and requirements for this particulaz project: 1. Provide complete fire sprinkler plans for project if system is altered. Plans must be approved prior to alteration and will require a fire department pernrit. 2. Provide complete plans for fire alarm system addition for project. Plans must be approved prior to alteration and will require a fire department permit. 3. Provide complete plans for CaptiveAir Hood & Duct system to be installed including fire suppression for system. This will also require a fire department pernilt . 4. Issues and or items not addressed will be addressed as need arises. Ifthere aze any questions conceming this project, I can be contacted at 303403-5902, or Pager number 303-687-7336. Thank you for your help and consideration regarding this matter. Respectfully, <=i~46.~ Dave Roberts F.M., W.R.F.P.D. City of Wheat Ridge oF W„EqT o Planning and Development Deparhnent ; Memorandum U m c~~ OR A00 TO: Darin Morgan FROM: P1Vleredith Reckert SUBJECT: Wal-Mart building permits DATE: February 11, 2003 This memorandum is in regazd to the building permit application far the Wal-Mart store at 3600 Youngfield. The proposed permit includes the enclosure of a portion of the outdoor garden center The wall elevation of the new enclosure includes metal siding and thirteen gazage doors measuring 10' in width and 8' in height. This property is located within the Applewood Village Shopping Center Planned Commercial Development district. All permitted construction within the shopping center is dictated by the most recent development plan. The development plan currently in place does not include this enclosure, therefore, it is not allowed. If the owner wishes to pursue amendment to the existing development, a pre-application conference should be arranged with members of the Community Development and Public Works Departments to discuss the ath-ibutes of the project. Date: 01/31I03 d CYNTERGY To: Darin Morgan Codes Administrator City of Wheatridge 7500 W est 2q" Ave W heatridge, CO 80033 303-235-2857 From: Chester Lanning Subject: Wal-Mart #1208 Remodel Wheatridge, CO CC: File VIA: Fed-ex 2nd day Transmittal We transmit the foliowing for your use on the above referenced project: 1. Application 2. Four fuli size sets of plans Thank you, Chester Lanning Building Permit Expediter W4Sores\lMVa12081Cme5pm0~\Gd~lEn9b13103 Trs Dann Morgan-tlac cyntergr uc 1307 S. BaaYierAve., Sude 200 TWsa, Oklalwms 74119 Teleplarie 918$77-6P00 Faz 918A77-0000 COMMUNI7Y DEVELOPMEN7 DEPARTMENT BUILDINO INSPECTION LINE • 303-234-6933 CITY OF WHF.+4T RIDGE 7500 WEST 29T11 AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) pl~ '-1 ' 15209 3R/03 Properry Owner: WAL-MART STQRES meaRv Addrees : 3600 YOUIVOFIEI.D $T pwNER/CONTRACTOR SIGNATURE OF UNDERSTANDINO AND AGREEMENT I hereby ceNN ftt ro'e setback disiances proPesed bythls pemilt applfeatbn a2 acauate, ond ao nof vrolela appficable ordlnanx9, Nles or ropUl9tlens of yh8 C1ql M Whea[ Ridge or ppvenanfs, aexmants or reslnetlonc of record; thae all mexsuromems sham, a^4'1legatlons made am aeeufate; thet I hvro eeed antl apree m ablde by oll tonditlons pnMad en this ~ idfbr geornaane~u~Witorwakund~~sopr.~m~dlne CodeN-B.e a da all other appllicabBl Wnhal R (OWNER)(C0N7RACT0R) SIGN6P pATE Phone : Phane : ConeVucLbn Value : $150.0 Permit Fee : ~ Plan ReJew Fee 1 Use Tax : ,800•~ Tohdl : Use: Lf r3Z, 3Z Oescflytion : IN7ERIOR REMODEL OF EXISTING WAL-MART BUILDINO DEPAR7MENT USE ONLY SIC FjApprov-a1` 2o ning ~m!ne.G1g:: : pER REDLINES. 317103 Approval : OK/uM P&liC~tit6* cfs~m?~^`.~~. Approval: Occupancy : Walls : Company: Expiration Date : Reof : umbing License No : Company : Expiration Date : Building Permit Number Dats Stones : SQ. Ft. : Residential UnRs : MechaniCel License No : Ecpiration Date : Approval : Approval: Approval = (t) 7his perNt wss lowetl N aaadaneo wilh U1d Oro.fizons set b~1h i 9ordUw+~rs ot Me Giy. ~ du,o Stalg d Colondc snd ia n,e Zarng Rep~ladana ond euild'np code W W IroOI AdB°• ~do uf e~y cAhw ~ Ia~ ~ er (g) u< Ou11ding sudaftsd is sucP~ded ei (z) TNa perml~ stroil exwim il (A) Na vwAt eud+orized "°«°r^'"e"Ot'd in7w" °o4y idad Iw MMiOSe ~ been rnwltl Da msde in Me abendonflE for a pB~od ot 120 dlys. ulrod br e(aa of ons.IaM 11w emai^l ^~Y a°" nslon or eDa iW~ ora brftdorvneM haS not m ~°ded m° (11 Ya~r' I( dun00Sere ma0e or suspe (3) lftliis pwmitB~qrea.6OOw Pemdtmell ~ ~ o~Igie101 Dlune antlSDai0CEd0~n end !nyauspeM nd011mTt aFCBeas One (1) Y"r, full faw 2nes De Pbid fur a nvw Pd~"~ i 1br of vfaSec ceWtn9 a disinape P(~m. val on IneDOClion mrd belofe (a) No wwK of afry mnnar shell DB Uona ihet wnll Nanp auna na R pnedvanee faea4 ~p~v ~ a~l ~Newritlen apqo (6) ConlfsClOf bhall nollfyNG BuilCirp InsplCm~~^~`~ D~oQsodGng wifl+ suCtesslre Pluwc of Cro 10b. The icswnce o~ a pcmi~ or ~h~ aoP~ ad~''""ae and speuAcatione enel ce C°nsh"°d t° be a permK br. nuen appfarai W. anyviaation ei (B) t mis proNeione dtfie buildin9 ~dB1 w e~ry olher Ofdne~, l~'. m~~bon. Ghief Bullding Inspector ~ 11 1 n neirueIu'1J PI"ING & PW i-ax.6u51s5rubr DgyAgTMENT OF PLANNING AND DEVELpRN1ENT BIIILUING IN9PPCPiON I.YNE - 303-234-5933 CiTY OFWHEAT RIDGF 7500 'QVEST 29TH AVFNIIE WFLEAT RIDCYE, CO 50215 - (303-235-2855) ~~~TMV. Sep 3u Nue io•ui r.iu Sirilding Penit NuMber. Daxe: / . r1!A 07" - PmpactyOwuer. Wb(~inw1 ~ PropertyAddress: 3(00o yeww~~t/~ 597eaT PLone; Coaaraacr I.ioenac No.: Phona: semvarmRS o1t iumSn'atmn+c ntID wGRE2+aa+r Ihexbr oatity 9wc ffie eatbaek &sfmm poyosad Dy9iisDmmR sPPHcatm M aaouN,r,aoddooeltioldeeppliolleacdimaee.edu- xegalmmar$e `'Ci{~ of NLert Rid6~ m owmob+ awmaldw m vakp%em d agaad: Wd 41 mvaamnmo thowa md.aII.gaGaos arde a• ==M5 8am I L~ tnG 90 agrsto abi0~ by all oooditioosprimsd mdds app6adom ~ad 9~rt I usuap fuR xe*on&aO' [oz wmFiaae s**e VLe.[Ridas HdlAwe Code (Ux4) "ed auouet+pyYk+m.whmcxiasoaamua~r~ maami+pmnk T 6 ` ~ ~ocrt~sxamo na'[a Coneshuction Valuoff /sojpO°•op- pCID]it FC8 : PIAII RC~flC~V T' CC: TTew T8e• _ Total; bes=W= ~~dKar Yl"dr Of r-Ki 6Tl0-y 4'A/ 'fi@R✓I' SIIII,DI1vG Db:PARThi&NT USL ONLY SIC: 64.At.: T.ao~g: Post-ir Fax Note 7671 D _ veem~ ~ To R ' ColDept. Pl+one # Z.~p ' . FatM ~.pp:waL dws SY~~QYc. OI.~M+A•~,sjt''~d 4~►Aw+~ Ocovancr, WaIls: Itoof; Stories: Rasidontial Uaissf SQL$Iecodcal.L3cmx Pio: ~ Plumbin¢ Limse No: ~aaico] LAcmce No: ~ Bspbiarion bato: R#ea3nn Data: HxPirationbaie: AVPKovaY APP1OPg' Appr°val' (1) Tb& PftftvumatliR aaa6rCSV~im~sps.aiwsoef«+bmyaeepplp5madYVsew9rLufafMSBtYe'4'mis.madm0e7+Qq6 R~uumdHWdi~CbdedWhrt@idgSOdaWea+si'eoa+~wdsadmoo~'~f ~mo.d~mx~)debaY~caahmlmd"n~cder ~miz p~it 8wt sy~4e it W mew~c ~a~db ao~ m~meaa wlmin+~ (Ffi br +6adwdfa a p.deidU.o d.ya (3) IFmIlPWA eqdR &AtW➢l=S3W lsae{mid lafa fee ofineLilfbg Y¢o=nzmIbseq*e4PWVIW md=W kM bsft aoillUiaEMXM kkc m~ ai~edrl~+.ea~.oesamqs+'me.,l~ammeme■,a~ om.°a.ueu n>X~- 1~~ ~ bam asw~*o. me.t.mCD7wlVJ19r brIlb~yaAM~xrpe~dc I4q Ne.edcd.r~z~,IIu.ar6n.Blma~~.n+Q.tIIO.~v..rse~•~ap►Mm CS) O~adz~Eallmu4~heBdld~e6~~(~h~mindwor+faoIlmfptiwmE~macdva~eppantmf~p~.tim~bllas 7--Wk6wirwwmuiwlh~ fO ~ bnrredrl~k sets.yptwdoldm-osm+y.YA"dm.i.llsg bmameArae.pdcrqexmappowloGw.WleimKme paAL4m+ d4w IA1tica aods aNWe6ec onrmuw. L~ aW6 ernp9ww. Chid8m7di,~ Iasp=w CCC" YNTERGY Transmittal Date: 05/23/03 To: Darin Morgan Codes Administrator City of Wheatridge 7500 West 29'" Ave Wheatridge, CO 80033 303-235-2857 From: Chester Lanning X 1, Li v Subject: Wal-Mart #1208 Remodel Wheatridge, CO Revision #2 CC: File VIA: Fed-ex 2n' day We transmit the following for your use on the above referenced project: 1. Four full size sets of plans for revision #2 with change narrative, these are owner requested changes Thank you, Chester Lanning Building Permit Expediter W:GSlores\Whea1208\COrtespmtlenrzr~tle Pemuron9`OS?30.iTrs Dam Mx9an.tlac cyntew uo 1307 S. BaulderAve., Sui(e 200 TWsa, Ok/ahorna 74119 TekpWre 918-877-6000 Fax 91"774000 CC YNTERGY Revision Narrative Project: Wheat Ridge, CO Date: 5/22I03 Stwe No.: 1208 Description: Revision #2 Architect Gregory Alan Ward Prepared by: C. Grau Note: The General contracta shall obtain the approval of the Wal-Mart Construction Manager before proceeding with any work noted in this addendum. The General contractor shall notify the architect immediately with any discrepancies, a errors found in these documents. Archkectural Sheet A2.1 Enlarged Floor Plans Item #1 Detail #1; Added moduiar sinks, recessed fixtures, and diaper changing centers to restrooms, per owner requested change. Item #2 Detail #1; Revised scope of work for restrooms, per owner requested change. Item #3 Detail #2; Added modular sinks and recessed hand to resUooms, per owner requested change. Sheet A3 Schedule and Details Item #1 Revised fixture heights and Gearances, per owner requested change. Item #2 Detail #2; Revised detail to reflect current standards. Item #3 Detail #l6; Condensed Details 6& 7 into one standard detail for associate restrooms, per ownerrequested change Item #4 Detail #7; Renumbered detail 8 to 7 Item #5 Detail #8; This detail is new, per owner requested change. Mechanical Sheet M1 Mechanical Plan Item #1 Added customer restroom plumbing fiuture schedule. Item #2 Detail #1; Added plumbing fixture tags to plan. Item #3 Detail #2; Added plumbing fixture tags to plan. Sheet M2 Mechanical Details and Schedules Item #1 Revised entire sheet, per owner requested change. Sheet M3 Mechanical Schedules Item #1 Revised entire sheet, per owner requested change. Wal-Mart Stores Inc. Change Narra6ve W:\.Srores\Whea1208\Cortespondence\052203 #1208 Wheatridge, CO REV#2 narrative.doc WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303 940-0350 June 19, 2003 To: Darin Morgan Chief Building Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Approval of Building Plans for Wal Mart remodel, 3600 Youngfield, Wheat Ridge, Co., 80033. Deaz Darin, After a review of the building plans for Wa1 Mart remodel, 3600 Youngfield, Wheat Ridge, Co, 80033, Fire Department pernuts will be required, and I am submitting the following comments and requirements for tlvs particular project: Provide complete fire sprinkler plans for project. Plans must be approved prior to alteration and will require a fire departmem permit. 2. Provide complete plans for fire alarm system addition for project. Plans must be apprqeed prior to installation and will require a fire department permit. 3. Provide complete plans for the new hood & duct system, and plans for suppression system. Plans must be approved prior to installation and will require a fire department peraut. 4. Issues & or items not addressed will be addressed as need arises. If there are any questions conceming this project, I can be contacted at 303-403-5902, or Pager number 303-687-7336. Thank you for your help and consideration regarding tlris matter. Respectfully, ave Roberts F.M., W.R.F.P.D. WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424 7323 • Fax 303-940-0350 February 19, 2003 To: Darin Morgan Chief Building Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Approval of Building Remodel Plans for Wal-Mart Store # 1208, 3600 Youngfield, Wheat Ridge, Co., Dear Darin, After a review of the building plans for the modification of the Wal-Mart Store # 1208 at 3600 Youngfield, Wheat Ridge, Co., 80033, Fire Department permits will be required, and I am submitting the following comments and requirements for this particulaz project: 1. Provide complete fire sprinkler plans for project if system is altered. Plans must be approved prior to alteration and will require a fire depaztment permit. 2. Provide complete plans for fire alazm system addition for project. Plans must be approved prior to alteration and will require a fire department pernrit. 3. Provide complete plans for CaptiveAir Hood & Duct system to be installed including fire suppression for system. This will also require a Sre department pernvt . 4. Issues and or items not addressed will be addressed as need arises. If there are any questions conceming this project, I can be contacted at 303-403-5902, or Pager number 303-687-7336. Thank you for your help and consideration regarding this matter. Respectfully, ave Roberts F.M., W.R.F.P.D. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10229 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 3/14/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3600 YOUNGFIELD Phone : Contractor License No. : 18668 Company : Enterprise Electric Phone : 2334915 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRity that the setback distances proposed by this pertnit application are accurate, and do not wolate applicable ordinances, rules or regulations of the Cily of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegalions made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibil'~ty for comPliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabie Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $670.00 Permit Fee : $29.60 Plan Review Fee : $0.00 Use Tax : $10.05 Total: $39.65 Use: Description : HOOK UP REPLACEMENT 80 GAL ELECTRIC WATERHEATER FOR FRONT LUNCH COUNTER Electrical License No : 18668 Plumbing License No : Mechanical License No : Company :Enterprise Electric Company : Company : Expiration Date : 2/28/01 Approval : DM Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issuetl in accortlance with Ne provislons set foAh in yopur application antl is sub'ect lo Me laws of the State of Colo2do and W tha Zoning Regulations and Building Cotle M Wheat Ridge, Colorado or any other applicable ortlinances M fhe Ciry. (2) This pertnit shall eupire if (A) the work authonzed is not commenced wRhin aizly (60) Cays from issue Oale or (B) the building autlionzed is suspended or abantloned for a penod M 120 days. (3) If this pertnit expires, a new pertnit may be acqulred for a fee of one-haB the amount nortnaly required, provided no changes have been w will be made In the original plans and specifications antl eM suspension or aban0onment has not ezceetled one (1) year. If changes are matle or if suspension or abandonment exceeda one (7) year, full (ees ahall be paitl for a new pertnit. (4) No work of any manner shell be done thal will change the naturel flow of water causing a drainage problem. (5) Contrector shall notiry Me Builtling Inspector twenry-four (24) hours in etlvance for all inspeclions and shall receive wntten approval on inspeclion card before proceetliing with successrve phases of the 1ob. (e) The isauenceq~a permit or the approval of drawings and specifications shall not Oe consWetl M be a pertnil for, nor en approval ot, any viola6on of the provisions of the buildlrl(W1es oL any,*er ordinance, law, rule or regulatlon. Chief DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number. : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner : Lt) ' q Property Address : 5660 7~1,~/x X/~ ~D Phone : (I v Contrector License No. : 196617 Company: Gy , Phane:3O-3-oW OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 here6y certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VJheat Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full respo bility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable V~i at Ridge ordir[3pces, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED~g 1~WIII Y~M- DATE 3-141-dD Construction value : (,W,J,9 Permit Fee : Zg 4ev Use Tax : a r~ Total : Use: 't&'zW't"tg/) 4, Description : - 4 m BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval: ' Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issuetl in accoMance with the provisions set forth in yopur applifation an0 is suEject to the laws of the State of Coloratlo and to the .'.oning Regulations anC Building Code of Wheat Ridge, Cob2do or any otner applira0le ordinances of Ne Ciry. (2) This pertnit shall expire if (A) the work au[honieE is not commence0 wiNin sixty (80) tlays 1rom issue date or (B) the builtling authodzed is su5pendeC or aban0oned Por a penotl W 720 Aays. (3) If this pertnit expires, a new pertnit may be acquireE for a fee of one-hall the amaunt nortnaily required, proviGetl no changes have been or vnll be matle in the original 0lans antl specifiptlons anA any suspension or abantlonment has not exceeEeG one (1) yeac If Uanges are maEe ar it suspension or aEantlonment exceetls one (1) yeac lull fees shall be paid kr a new pertnil . (4) Na vrork ot any manner shall be tlane that will chan9e the natural flaw of water causing a Crainage problem. (5) ConVactor shall notlty the BuilEing Inspector hventy-faur (24) hours in aEVance for all insDectans and shall receive wntten approval on inspecGan wrtl Eefore proceetliing with successive phases of Ne'ob. (8) The issuance of a permit ot the approval o~E2wings anE spedficatlons shall not be consWed to he a pertnit tor, nor an aOCroval of, any violation of the proNSions of the huildjpg-cgdes or arry oNer ortlinance, law, rule or regulatlon. Chief DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9942 12/23/99 Property Owner : Property Address : 3600 YOUNGFIELD ST Contractor License No. : Company : Phone : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $500.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $7.50 Total: $31.00 Use: Description : Amerigas propane company is changing out tank and cage at existing location BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ~T ~m~~ Approval Zoning : Approval APProval~~~_ Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado antl to the Zoning Regulations and BuilAing CoOe of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (80) tlays from issue Oate or (B) the building authorizetl is suspentled or abandoned for a period of 120 days. (3) If this pertnil expires, a new pertnit may be acquiretl for a fee oF one-half the amount normally required, pmvitled no changes have been or will be matle in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abantlonment exceeds one (1) year, (ull fees shall be paitl for a new permi[. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Cont r shall noti the Building Inspeclor hvenry-tour (24) houre in atlvance For all mspections and shall receive written approval on inspection card before r w ssive phases oF ihe job. (6) iss n p rmrt or the approval of drawings and specifcalions shall not be construed to be a permit for, nor an approval of, any violation ot the provisions ild' -'Omance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : l Vlw ~ - /Vi;.e / °roperty Address : 3`G o o `vu ti5 jC,e1f Phone : Contractor License No. : Company : F}mec, (,-s Phone :fvs ,413 b'7s1 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances propased by this pertnit application are accurate, and do not violate applicable ordinances, rules ar regulations of the City of Wheat Ridge or covenants, easements or restrietions of reeord; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions pnnted an this applicaBOn, and that I assume full responsibility for compliance with the Wheat Ridge Building Cotle (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED~~~~ DATE r Z t0 ~i c )nrt Y Description : I Cv'/~ ~c4 1'0! r r JrC Zt c, r.3 -C Y/'(>J ..,.1 Construction Value : j c~u a°t' Permit Fee : 2~ gz' UseTax: 770 Total : ~ BUILDING DEPARTMENT USE ONLY ZdM22MMB'~~-:, SIC : Sq. Ft. : Approval : Zoning : tsmiLa-ILIW AcaDjBLO-mg Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvaf: (1) This pertnit was issued in aceortlance with the pmvisions set forth in yopur appliration anA is subjed ta the laws of the Sfate o( Coloratlo an0 to the Zoning Regulations anC BuiltlingCotle of Wheat Ritlge, Colo2do or arry other applinble oidinances of the Ciry. (2) Th is permi[ Shall expi2 if (A) the vrork authoniM is not commencetl wiNin sixty (60) Oays from issue tlate or (B) the 6uilding auNOnzed is suspenOM or abantloneE for a penatl o(120 Eays. (3) I( this permit expires, a new pertnR may be acquireO for a fee of one-half the amount nortnally repuired, proviEetl no changes have been or will be matle in the otlginal plans antl specifications and any suspension or ahantlonment has not eacceeAeO one (1) yeac If Uanges are matle or if suspenslon or abantlonment exceeAS one (1) year, full teea ahall De paid for a ne.v permil (a) No work of any manner shall be Oone Mat will Uanga the naWral fiow ot water wusing a C2inage proDlem. (5) ConUactor shall noGry the Builtling Inapector twenry-four (24) hours in atlvance Mr all inspections and shall receive wntlen approval on inspecBOn rard before proceetliing with successive Ohases ot the job. (6) T~e issuance of a pertntt or the approval of 02wings anA specifica4ons shall not be mnsWetl to be a permit for, nor an apDroval ot any violation of the pmvisions of the builtling cotles or any oMer oMinance, law, mle or regulation. Chief Building Inspector ~ ~ ~ ~ ~ m 0 ~ ~ m o ~ \ ~ \ m - c ~ ` !n .p a 3 N cu ~ m 1~ ~ c-~ w o°' N v A ~ ~ v ^ti o • ti tn d 5c CJ N y S I~ O ~ "i . . ~ I ! • ~ G s ' C ~ T --(7 . ~ ~ 0 0 I ; . 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S. C. 11004], 311 [33 U. S. C. 11021], 312 [33 U. S C. 110211; OSFIA Geriel•al Iridustry Stwtdard, Ti[le 29 CFR 1910.38; artcf the Uniform Pire Code. Wal Mart # 1208, located at 3600 Youngfield 5T, Wheat Ridge, CO 80033, in cooperation with AmeriGas PPX, located at 6501 North Colorado Blvd., Commerce City, CO 80222, will operate a Liquefied Petroleum Gas (LPG) exchange program for this facility. Under the terms of this program, empty portable LPG containers, supplied by AmeriGas PPX, will be exchanged for full containers, to be resold to the general public. This information is applicable to this facility only, and contains specific information concerning the following area's: I. Physical Location II. Containers and Damaged Container Policy III. Hazardous Materials Labeling/Identification N. Signs, Placards and Documentation V. Employee Training and Certification VI. Written Inspection Checklists VII. Handling Procedures VIII. Emergency Response Procedures IX. Site Plan X. Chemical Inventory Reporting forms. Procedures for the handling, exchange and return of portable LPG contains will follow the guidelines described in 92 NFPA 58 and 91 UFC: 2, 13, 80 and 82, and are applicable to all employees ofthis facility. Note-Please refer to the Propane Traniing Gaiide procedural packet stiipplied by ArneriGas PPX for additional informadon. Copyrighf Qc 1998 - Comp(innce Consxlting Croup, /nc. Pnge [ of 7 AmeriGas PPX I. Physical Location LPC Container Ecchattge Program The placement of LPG cabinets shall conform to the following criteria: A. The location from each cabinet containing LPG containers shall be kept, at minimum, 5 feet from any access/egress routes. B. Combustible materials shall be kept, at minimum, 10 feet from LPG containers. Incompatible materials shall be kept, at minimum, 20 feet from LPG containers, and/or separated by a wall, partition, or approved storage cabinet. In order to maintain the appropriate distance, LPG cabinets shall be marked by a yellow border indicating a 10 foot perimeter. C. Cabinets shall be covered, and/or placed in a cool area to eliminate the possibility of expose to excessive temperatures, and securely locked to prevent physical damage or tamperin-, D. Vehicles will not be permitted within 10 feet of LPG cabinets, with the exception of vehicles belonging to AmeriGas PPX or one of its representatives, or in the event of an emergency, (i.e., Police or local fire department). II. Contniners nnd D1mlged Container Policy A. All LPG containers shall be stored upright in a lockable, ventilated cabinet to prevent damage and/or theft. Containers shall be protected by collars or screw-on-type caps, and outlet valves shall be closed and plugged when nof in use. B. Employees of this facility shall not exchange any LPG containers that may be damaged, leaking, corroded or pose a potential threat to customer and employee safety, in accordance with the procedures established by 92 NFPA 58, 91 iJFC: 2, 13, 80 and 82, the Local Emergency Planina Committee's, and the State Emergency Response Commission. Customers wishing to return or exchan-e damage or leaking containers will be referred to AmeriGas PPXs' main plant, where the containers will be removed from service, and repaired or disposed of in an approved manner. III. Hlznrdous Mlterials Labeling/Identification A. All LPG containers shall be marked and labeled in accordance with Title 49 of the Code of Federal Regulations, with a DOT approved label stating °LPG, UN 1075, FLAMMABLE". Hazard Warning tags shall be applied to all LPG containers under Pnge 1 of 7 CopyrigGt 0 1998 - Complinncr Cansultinq Group. Lic. AmeriGas PPX LPG Cantniner F_zchangeProAran: ] 00 Ib., and shall include information on the potential hazards of Liquefied Petroleum Gas, per OSHA ] 910.1200(o. IV. Signs, Placards and Documentation A. Approved NFPA 58 hazard identification signs, and procedural and warning si;ns, shall be properly posted on or around all LPG cabinets. Signage shall provide for the following: 1. No smoking within 23 feet. 2. Exchange procedures, company name and telephone number. 3. NFPA 704 Hazard Identification sign. 4. Instructions for containers to be lefr outside. 5. Fire depar[ment permit to be posted in a conspicuous place. B. Hazardous Chemical Inventory reporting forms, Material Safety Data Sheets, written cylinder exchange procedures and all supporting documentation are to be kept with this facilities SARA Title III information, located in the main offices, and are to be retained there at all times. Note Refer to Appendix A fw- examples of srgirs and placards. V Employee Training ;tnd Certification A. Manager and Supervisor training will be the responsibility of AmeriGas PPX and shall follow the training procedures supplied by AmeriGns PPX. Facility managers will have final responsibility foremployee training at the facility level. All employees responsible for the operation of the LPG cabinets shall be trained in proper handling and operating procedures. Properly trained personnel shall be available, at all times, to assist in the LPG exchange procedure. (Refer to the Trarning Procedures- Trnburrg video tnpe, supplied by AmeriGas PPX.) CapyrigGt 0 1999 - Complirtncr ConrudlunR Group, Inc.. Prtge 3 oj7 AmeriGas PPX LPG Cotttuiner Exchnnge Program VI. Written Inspection Checklists A. A written inspection checklist will be used to monitor and ascertain the safety and reliability of all cylinders to be exchanged. Checklists wil] be used to determine the following: 1. Identification of protective collars. 2. Manual shutoffvalves closed and secure. 3. Safety valves in good operating condition. (Valves free from bends, deformation or thread damage.) 4. P.O.L. plug installed in outlet. 5. DOT label and cylinder warning label firmly affixed. 6. Cylinders free from fire damage, corrosion, leaks, bulges, gouges, punctures, rust or that pose a potential threat to customer and employee safety. Note-Refer to Appet7dix B for a copy of the Inspectiora Checklist. VII. Handling Procedures A. Only certified employees will have access to LPG containers for the purposes of exchanging or inspecting containers. At no time will customers be allowed to bring containers into the store or have access to LPG cabinets. B. All employees shall follow the detailed procedural guide provided by AmeriGas PPX. (Refer to the Training Pr•ocedures• - Training video tape, supplied by AmeriGas PPX.) VIII. Emergency Response Procedures The following procedures have been developed for responding to a Liquefied Petroleum Gas (LPG) release. Any release involving the LPG cabinets shall be considered a release of hazardous materials. The designated affected area will be 1/4 (0.25) mile from the release area. Capyrigh[ O1998 - Cnmplimire Cnnsulling Groop, /na. Ynge 4 of 7 AmeriCas PPX LPG Container Erchange Program A. Responsibilities of the Tacility Emergency Response Coordinator in the Event of a Release of Hazlydous Materi;tls 1. The contaminated area will be secured by cordoning off the area with tape, cones or other devises to effectively prevent any unauthorized access. 2. Evacuation of the immediate area, if appropriate, will follow evacuation procedures detailed below. 3. Notification of the Emergency Response Authority will be immediate, by dialing 911. The Emergency Response Authority will work with the facility Emergency Response Coordinator (ERC) and assist in the notification of the proper agencies, i.e., the local Police Dept., the Colorado Department of Health and Environment, the National Response Center, the EPA, etc., as necessary. 4. The ERC will identify the source, quantity, time and duration of the release, and the cause of the emergency. This should include, but is not limited to, materials that have become waste as a result of the release (i.e., material released due to ruptured tanks, etc.). The ERC will determine the medium, media or nature of the environment into which the release occurred, as well as the potential effects and necessary safety precautions; including any personal protective equipment which may be needed. 5. The ERC will assess the extent of any injuries and potential hazards to human health or the environment. The assessment must inciude direct and indirect effects from fires and explosions . 6. A responsible person will be assigned to meet the Emergency Response Authorities at the facility's nrairr errtrance and lead the team to the emergency site. B. Potential Evncuation lnitiation of the evacuation procedure is the responsibility of the facility Emergency Response Coordinator (ERC). The ERC for this facility will be the senior supervisor on duty. Evacuation routes are posted throughout the facility and all employees have reviewed, and are familiar with the procedure. In addition periodic testina of the alarm system will be conducted to familiarize employees with the alarm sound and evacuation procedures. Copytigh! Q 1998 - Camplinnre Consu(tivg Graup, lna. Prtge 5 af 7 AmeriGns PPX LPG Container Exchnnge Program Under certain emergency conditions, it may become necessary to evacuate specific areas, and possibly the entire facility. Emergencies that may be anticipated are: • Fire - Of sufficient magnitude that employee saFety is endan;ered. • LPG Release - Hazardous, flammable gases contaminating the ambient air so that employee safety in endangered. • Weather and Natural Disasters - Situations where there is a potential danger to employee safety, i.e., earthquakes, floods, tornadoes, etc. If the potential exists for an evacuatioq due to a fire, LPG release or natural disaster, the ERC will proceed as follows: I. A determination will be made based on all available information, as well as discussions with the Emergency Response Authorities, whether a facility or area evacuation is warranted. (I.e., the emergency could cause an immanent threat to human heahh or the environment due to winds, or other circumstances which are moving the release off-site.) 2. If it is determined that an evacuation is warranted, the alarm system or other internal notification device will be activated to initiate the evacuation and the following procedures will be observed: a. All non-essential personnel will be relocated in order to provide protection. In the event of a fire, explosion or release, in excess of the Reportable Quantities (RQ), the entire facility or a major portion of the facility will evacuated. b. Evacuation of personnel will be accomplished by either one-on-one communication, PA or alarm system notification. c. The ERC will ensure the area is clear of all non-essential personnel and will assume site security. Employees and customers who may be affected due to exposure from hazardous substances will be relocated to a safe distance from the release, or any potential releases which may occur. d. Evacuation of the building will follow the posted evacuation routes. Care will be taken to ensure that all elderly and/or handicapped employees and customers are escorted safely from the building. Copyrighl Q 1998 - Campfinnre Consu6uig Grnup, /nc.. Prtge 6 oj7 AmeriGas PPX LPG Contniner Ecdinnge Program e. Once a(1 persons have been evacuated from the building, they will remain until cleared to leave by the Emergency Response Authorities. IX. Site Plan Refer to Appendix C. X. Chemical Inventory Reporting Forms Refer to Appendix D. For AmeriGas PPXFor: By: By: Its: Its Signed: Signed: Copyright OO 1998 - Comp(innce Couvdtuig Group, Inc. Pnge 7 af 7 Appendix A Signs and Placards LPG Container Exchange Program LLJ ~ ~ ~ c : ~ ~ ~ ~ ~ `J° mmi act ~ C) ~ ~Vf Z ~ f~ Y3 g yg g ~ s tL iL X ~ F ~ E~ b K ~I 5 ~ . ~ ~ C ~ L ~ 140 Apr-15-98 12:09P Uawn Cliesser npr-16-5s 11:11A P.04 v.0a ZH, Appendix B Sample Inspection C/iecklist LPG Container Exchange Program AnvriC7ASa 20# CYLINDER EXCHANGE AMERIGAS Amenca3Propa~Canpany TRAINING CERTIFICATION DISTRICT ' BUSINESS OWNER/ COMPANY WSTOMER NAME MANAGER E]OWNED 1:1 OWNEP , BUSINESS I HEREBY CERTIFY THAT I HAVE BEEN INSTRUCTED IN THE HANDLING AND STOR,4GE OF PROPANE CYLINDERS, AS OUTLINED BELOW, FOR A 20# CYLINDER EXCHANGE DATE OF INSTRUCTION NAME TRAINEE SIGNATURE SIGNATURE OF PERSON PROVIDING TRAINING: OWNEA OR MANAGER: I WILL INSTRUCT EACH PERSON WHO HANDLES CYLINDERS, AND I WILL NOT PERMIT ANY PERSON TO HANDLE THESE CYLINDERS UNTIL I AM SATISFIED THAT THEY CAN DO SO PROPERLY AND SAFELY. SIGNATURE: DATE THE FOLLOWING INSTRUCTION IS TO BE GIVEN AS A MINIMUM: ❑ Location and distance requirements of cabinets. NFPA #58 and NPGA Safety Bulletin 146 Empty cylinders to be counted as full. ❑ Cylinders are notto be taken indoors for any reason. ❑ Keep cabinets locked. ❑ Protect cabinets against vehicular traffic. ❑ FLAMMABLE GAS and NO SMOKING decals to be posted. ❑ A minimum 18 Ib. dry chemical fire eutinguisher with a B:C rating to be readily available. ❑ Inspection and handling ❑ Acceptable DOT specification cylinders: DOT-46-240 DOT-4E-240 DOT-4BA-240 ❑ Accept only 201b. vapor withdrawal cylinders that are vertical and will fit properly within the cabinet (Call AmeriGas if you have a question.) ❑ Keep vaives closed and valve outlets piugged or capped. ❑ Check for leaks with a leak detector soiution suitable for LP-gas. If a leak is detected, remove cylinderto a safe location and call AmeriGas. ❑ Store cylinders upright so thatthe relief valve is in the vapor space. ❑ When exchanging cylinders, exchange cyiinders with like service valves, POLfor POL, quick connectfor quick connect. ❑ Transporting cylinders. ❑ Cylinders are to betransported in an upright position. ❑ The maximum number of 20# cylinders that can be transported in a close-bodied vehicle (passenger car, station wagon orvan) is four. ❑ There should be no smoking in a vehicle when a cylinder is being transported in the passenger space or in the trunk. ❑ Sniff tested propane. ❑ Emergency information. See Emergency Response Information on reverse side. ❑ Attachments: MSDS-Propane and NPGA Safety Bulletin 146. SF~59 S-2 AMERIGAS DiSTRICT FILE Ame!'ISaS' A new way to ruel yoursales. * * * CYLINDER EXCHANGE TRAINING GUIDE * 1. ALL CYLINDERS MUST BE KEPT OUTSIDE IN A LOCKED, VENTILATED CABINET (CAGE). 2. THERE MUST BE NO SMOKING WffHIN 25 FEET ON THE CAGE. 3. THERE MUST BE NO COMBUSTIBLE MATERIAL WITHIN 10 FEET OF THE CAGE. 4. AN MINIMUM OF A 406C RATED, DRY CHEMICAL FIRE EXTINGUISHER MUST BE READILY ACCESSIBLE FOR EMERGENCIES. * * EXCHANGE PROCEDURE * ` 1. NEVER ALLOW CUSTOMERS TO BRING CYLINDERS INTO STORE!!! THIS IS IN DIRECT VIOLATION OF THE FIRE DEPARTMENT REGULATIONSI 2. GO OUTSIDE WITH THE CUSTOMER, AND PROCEED WITH THE EXCHANGE AT THE CAGE SRE. 3. CHECK THE OLD CYLINDER FOR EXCESSIVE DENTING, BULGING, CORROSION, OR FIRE DAMAGE. CHECK FOR LEAKS WITH THE LEAK DETECTOR SOLUTION PROVIDED IN THE CAGE. A. If a leak is detected, move the cylinder to an exterior location at the back of the store and eall AmeriGas PPX (1-888-1-BUY-PPX) for emergency removal. B. Excessively damaged cylinders should be taken to AmeriGas PPX for repair or Disposal. 4. AFTER INSPECTION, CHECK TO MAKE SURE THE VALVE IS CLOSED TIGHTLY (TURN fT CLOCKWISE 5. KEEP VALVES CLOSED, AND VALAVE OUTLETS PLUGGED OR CAPPED. 6. REMOVE A NEW CYLINDER FROM THE CAGE, AND STORE THE EXCHANGED ( OLD ) CYLINDER IN A VACANT SLOT. TRY TO CREATE A SYSTEM FOR EXCHANGES MAXIMIZING CAGE SPACE, IE;, COMPLETELY EXCHANGING ONE SHELF BEFORE MOVING ON TO THE NEXT, ETC. ~retilled ~,ropane xcnange T.1 INSPECT THE NEW CYLINDER FOR DAMAGE OR LEAKAGE. 8. CLOSE THE CAGE DOORS AND LOCK THEM, TO PREVENT VANDALISM AND THEFT. * CUSTOMER SERVICE * THE CYLINDER EXCHANGE PROGRAM IS A NEW EXPERIENCE FOR MANY CUSTOMERS. IT IS ESSENTIAL THAT YOU TAKE A FEW MOMENTS TO FAMILIARIZE THEM WRH THE SAFE USE AND TRANSPORT OF PROPANE. 1. ALWAYS KEEP THE CYLINDER UPRIGHT. NEVER LAY IT ON ITS SIDE. 2. EITHER HELP THE CUSTOMER PUT THE CYLINDER INTO A GROCERY CART ( UPRIGHT OR WAIT BY THE CYLINDER UNTIL THEY BRING THEIR CAR TO THE CAGE TO BE LOADED. 3. IMPRESS UPON THEM THE IMPORTANCE OF SAFE TRANSPORT AND STORAGE. A. TRANSPORT, STORE, AND USE CYLINDERS UPRIGHT. B. NEVER SMOKE IN THE CAR DURING TRANSPORT. C. DO NOT TRANSPORT MORE THAN 2 CYLINDERS ( 45LBS. ) IN A ENCLOSED VEHICLE AT ONE TIME. D. BE SURE CYLINDER VALVE IS TIGHTLY CLOSED (TURN CLOCKWISE E. TAKE CYLINDER DIRECTLY HOME AFTER PURCHASE. REMOVE ff FROM THE CAR IMMEDIATELY UPON REACHING DESTINATION. E. USE AND STORE PROPANE CYLINDERS OUTDOORS ONLY. DO NOT STORE ( WINTER ) CYLINDER IN A GARAGE OR OTHER ENCLOSED AREA. * * * * ACCIDENT REPORTING * " IF YOU SMELL PROPANE IN OR NEAR THE CAGE AT ANY TIME, IMMEDIATELY CONTACT AMERIGAS PPX AT 1-888-428-9779 OR 1-888-I-BUY-PPX. IN THE EVENT OF A FIRE, CALL THE FIRE DEPARTMENT -911-, THEN CONTACT AMERIGAS PPX IMMEDIATELY. Appendix C Site Plans LPG Container Exchange Program Appendix D Chemical Inventory Reporting Forms LPG Container Exchange Program MATERIAL SAFETY DATA SHEET EFFECTNE MARCH 1, 1995 AmeriGas Propane, L.P. TRANSPORTATION CHEMTREC NO. GENERAL SAFETY DEPT. P.O. Box 965, Valley Forge, PA 19482 EMERGENCY NO.: 800-424-9300 INFORMATION: 610337-1000 DANGER! Extremely flammable liquefied gas under pressure. Keep away from FIRE heat, sparks, flame, and all other ignition sources. Vapor reduces oxygen avail- HEALTH E- HAZARD able for breathing and may cause suffocation in confined spaces. Use only with HAZARD 4 (Red) - adequate ventilation. Odor may not provide adequate warning of leaks. Use of (Blue) i propane gas detectors in accordance with manufacturer's instructions is recom- 1 Q mended. Vapor is heavier than air and may collect at low levels. Liquid may cause freeze burn similar to frostbite. Do not get liquid in eyes, on skin, or on R REACTIVITY clothing. Avoid prolonged breathing of vapor. Keep container valve closed when (Yellow) not in use. Do not allow container to run empty. (See °Waming-Limitation of a - Severe Propane Odorant: You May Not Always Smell Leaking Propane" supplied with 3- Serious 7- Siight this MSDS.) 2- Moderate 0- Minimal SECTION I - IDENTIFICATION PRODUCT: Propane CHEMICALFAMILY:Paraffinic Hydrocarbon SYNONYMS: Liquefied CHEMICAL FORMULA: Petroleum Gas; LP-Gas; LPG C3H8 SECTION II - INGREDIENTS MATERIAL CAS NUMBER PERCENT lepproximetel ETHANE 74-84-0 0-5.0 PROPANE 74-98-6 87.5-100 PROPYLENE 115-07-1 0-5.0 BUTANES Vazious 0-2.5 ETHYL MERCAPTAN 75-08-01 0-50 ppm SECTION III - HEALTH INFORMATION INHAI.ATION: Asphyxiant in high concentrations due to dilution of available oxygen. At excessive vapor concentrations, this produc[ has anesthetic, asphyxiating properties and may cause sleepiness. At levels above 100,000 ppm (i.e. 10`/r), propane is mildly irritating to [he respiratory tract and may result in dizziness, headache, drowsiness, nausea, shortness of breath, muscular incoordination, excessive salivation, disorientation, vomiting, and excitation. In extreme cases, convulsions, unconsciousness and death may occur as a result of asphyxiation. Persons with chronic respiratory disease should avoid exposure. INGESTION: Liquid may cause freeze SAIN COYTACT: Liquid may cause bum s'vniler to frostbite. Ingestion not freeze burn similar to frostbite. expected to occur in nortnal use. p7'HER: Product is not listed by IARC, NTP or OSHA as a potential cer- cinogen. Propane and some of the minor EYE CONTACT: Liquid may cause components have been repoRed to he freeze bum similaz to frostbite. cardiac sensitizers in ezperiments. SECTION IV - OCCUPATIONAL EXPOSURE LIMITS MATERIAL PEL/TWA TLU/TWA ETHANE Not Established Simple Asphyxiant PI20PANE 1000 ppm Simple Asphyxiant PROPYLENE Not Established Simple Asphyxiant BUTANES 800 ppm 800 ppm SECTION V - EMERGENCY AND FIRST AID PROCEDURE FOR OVEREXPOSURE BY: INHAI.ATION: Remove victim &om SKIN CONTACT: If freeze burn oc- furtherexposure and inio (resh air. Pro- curs, remove mntaminated clothes, vide oxygen if brea[hing is dif6culc If shoes and jewelry. Immerse burned victim is unconscious, get prumpt medi- area in warm Inot hotl water. Keep im- cal attention. mersed. Get prompt attention. EYE CO'.J'fACT: For contact with liq- INGESTION: If swallowed -et imme- uid, tlush immediately with water. 06- diate medical attention. [ain immediare medical a[rentioa - SECTION VI - PHYSICAL DATA BOILING POINT ...................44 F MELTING POINT ..................N/A VAPOR PRESSURE .......196 psig p, 100 F SPECIFIC GRAVITY (1120 = 1) : ...0.504 VAPOR DENSITY (AIR = I) : . ............1.50 SOLUBILITY IN WATER . . . . . . . . . . . . Siight, 0.1 to 1.U9, APPEARANCE AND ODOR:.... Colorle ss, odorless in natural form .~CH 1N ODORANT WARPTING: Odorant is S added to aid in de[ection of leaks. There is a Scratch 'n Sniff panel lo- V ~T cated here. One common odorant is (o ethyl mercaptan, CAS No. 75-08-1. Odorant is effective for detection of leaks in most instances, but not every- one can smell the odor. The ebility ot people to detect odors varies widely. G Also, certain chemical reactions with material in the propane system can re- TCH~`v duce or eliminate the propane odor resulting in the possibility that a person can be in the presence of leak- ing propane and not be alerted by smell. No odorant will be I00`/ effective in all circumstances. Accordingly, the use of propane gas detectors in accordance with manufacturer's instructions by you and your customers is recommended. If odor level appears to be weak, notify your propane supplier immediately. Read and understand "Warning-Limitations of Propane Odorant: You May Not Always Smell Leaking Propane" supplied with this MSDS. If you do not have a copy of this warning, obtain one from AmeriGas/Petrolane im- mediately. SECTION VII -FIRE AND EXPLOSION HAZARDS FLASH POINT & METHOD USED: ........-156 F(estimatedi IGNITION TEMPERATURE IN AIA ....920 - 1,120.F FLAMMABLE LIMITS INAIR, %BYVOLUME: LOWER:22` % UPPER: 9.6'- *IFPA RATIVG (Gnder Fire Con. HEAIYH: .......1 Slight di[ions. Does not apply ro exposure FIRE:........... 4 Eatremely tlammable hazazds other than during fire): REACTNITY:...OStable FIREFIGHTING PROCEDURES: Eliminate sources of ignition. Evacuate area. Notify fire department. Allow only vained, properlq protec[ed personnel in area. Shut-off source of gas, if possible. Allow fire to burn itself out after gas tlow is shu[ off. If gas flow cannot be shut off, do not extinguish fire. Allow fire to burn itself out using high volume water supply to cool heat-exposed pressure containers and nearby equipment. Approach a ilame enveloped container from the side, never the head ends. [.'se extreme caution when applying water to a container which has been exposed to heat or tlame for more than u short time. For uncontrollable fires and when Ilame is impinging o❑ con[ainer, withdraw all personnel and evacuate vicinity imme- diately. USUAL FIRE & EXPLOSION HAZARDS: Firefighters should wear self-contained breathing apparatus in the positive pressure mode with a full facepiece when there is a possibility o( exposure to smoke, fumes or hazardous decomposition produc[s. Uncontrolled vapors spread rapidly, are heavier than air and are extremely Flam- mable. SECTION VIII - REACTIVITY STABILII'7 : . . . . Stable HAZARDOUS POLYMERIZATION: . . . Will not occur CONDITIONS & MATERIALS TO AVOID : . . . . . . . . . . . . . . . . Keep away from high heat, sparks, open Flame, strong oxidizing agents. (See Section VI "Odorant Warn- iog.") AAZARDOUS DECOMPOSI- TION PRODUCTS: Incomplete combustion may yield carbon monoxide, a toxic gas. SECTION IX - EMPLOYEE PROTECTION CONTR.OL MEASURES: Use local and dilution ventilation to maintain exposures below acceptable criteria. RESPIRATORY PROTECTION: If concentrations aze high enough to warrant supplied-air or self-contained breathing appara- tus, atmosphere may be flammable (see Section VII). Appropriate precautions must be taken regarding flammability. For situations where Dammability has been safely addressed and where control measures are not feasible or sufficient to achieve full conformance with acceptable criteria (Section N), use NIOSH/MSHA approved respiratory procection (supplied-air or self-contained breething apparatus as appropriate). Respirators should be selected based on form and concentration of contaminant in air and in accordance with OSHA (29 CFR 1910.134). PROTECTIVE CLOTHING: Avoid skin contact with liquid be- cause of possibility of freeze burn. Wear gloves and protective cloth- ing which are impervious to the product for the duration of the antic- ipated exposure, goggles for protection against aceidental release of pressurized products. 'ROPANE GAS DETECTORS: The use of propane gas detectors nccordance with manufacturer's instructions is recommended. SECTION X - ENVIHONMENTAL PROTECTION ENVIRONMENTAL EFFECTS: Avoid uncontrolled releases of this material. Liquid release wil] have possible effect on plant and animal life. Large liquid release will quickly vaporize to produce a large, vapor cloud. Vapor cloud is both a fire and asphyxiation hazard. SPII.L OR LEAF{ PROCEDURES: Product is eztremely tlam- mable. Vapor is heavier than air and may collect at lower levels. Flam- mable concentrations may be present below nose level. If there is a leak but no fire, do not ignite the escaped gas. Eliminate all ignition sources. Do not smoke, do not use a nearby phone or turn electrical switches on and off. Evacuate area. If possible, remove leaking con- tainer to safe area. Stop tlow of gas or allow vapor to disperse in a safe area. Water spray can be used to help dilute vapor concentration in air. The possibility exists that leaks will not be detectable by smell. Use of propane gas detectors in accordance with marmfacturer's instructions is recommended. (See Section VI "Odorant Watning."' WASTE DISPOSAL: Dispose of gas in accordance with applicable laws and regula[ions. Vent vapor in a safe location and insure that gas dissipates below the lower flammable limit. Controlled burning is preferred. SECTION XI - REGULATORY INFORMATION DOT PROPER SHIPPING NAME : Propane, Liquefied Petroleum Gas DOT HAZARD CLASS:..... Flammable Gas DOT I.D. NUMBER: GN 1075 DOT EMERGENCY RE- SPONSE GUIDE: See Guide \'o. 22 SARA TITLE III INFORMATION: This product may contain over 1A7 propylene. This is subjec[ to the reporting requirements of Seo tion 313. HAZARD CATEGORY FOR SECTION 311/312 REPORTING: Immediate (acute) health havard. Fire hazard. Sudden release of pressure hazard. RCRA INFORMATION: This product, when disposed of by incin- eration or flaring, is defined as an ignitable hazardous waste in Federal regulations. Hazardous waste number is D001. Refer to latest Federal or State regulations regarding proper means of disposal. TSCA STATUS: All components of this product are listed on the TSCA inventory. SECTION XII - HANDLING AND STORAGE PRECAUTIONS Store in an authorized location (outside, defached storage is pre- fersed with adequate ventilation). Isolate from heat and ignition sour- ces. Isolate from combustible materials. Provide separate storage locations for other compressed or Flammable gases. InspeM cylinders frequently for leaks, dents, gouges and corsosion with emphasis on bottom of cylinder. Keep cylinders in an upright position at all times so that pressure relief valves communicete with vapor space. Some cylinders have directional arrows indicating upright position. If you have questions about the proper position of your cylinder, seek assis- tance from a qualified source. Propane equipment should be used in accordance with manufacturer's instructions. Do not drop or abuse cylinders. Do not allow'cylinders to run empty. Keep container valve closed and plugged when not in use; if cylinder runs empty, close shutoff valve immediately. Install protective caps when cylinders are not connected for use. Empty containers retain some residue, so they should be treated as if they were full. Read and understand "Wam- ing-Limitation of Propane Odorant: You May Not Always Smell LeakingPropane"suppliedwiththisMSDS.Ifyoudn -.othaveacopy of this warning, contact AmeriGas/Petrolane immed,.: ~ely. The information presented herein is believed to be factual as it has been derived from the works and opinions of persons believed to be qualified experts; however, nothing contained in this information is to be taken as a warranty or representation Forwhich the company beazs legal responsibility. The user should review any recommendations in the specific context of the intended use to determine whether they are appropriate. PREPARED BY: AmeriGas Propane, L.P. ISSUED: 3/95 P.O. Box 965 Valley Forge, PA 19482 SUPERSEDES: 08/91 ~ ~ a W ~ ~ 0 Z W ~ 2 J U ~ W V a r I i cn 35 Q Q m N Q ~ I I ~ r 4 I ~ m y N m p1 a ~ ~ Q $ ~c m I ~ ~ ~ ~ JU UU Ja o ov m Q ¢ y> ¢ m ~ I ~ 1 u~m , ~ p LL m O i i i I'~ is . , h I I ~ ~ ~ n y ~cE Q~ ~ Q G ~Om Q W~ I I I ~n ~ ~ s s I 1I V H ~mo c 0 ~ m m ~ ~ =E =Um i m ~ ~ Q $ I i m- ~ I LLa U~ c ~ _ ~ L -I m a ~ v N I I I ~ -O ~ ~ ¢mU ~ m ~ ~ mm n L ~ X 2 co 0U O y . ~ I ~ ~ o - 4 1 I G ¢ mmmm ~ c c c W o daa aa a Q o~} n' mmg ~ t~. ~ I I p ~UU U ~ W JJ J J LL ~QF ~ = = .5 ~ ~ ❑~I01 Z ~ 85(~ U. em=eiadwal y, : (a s Z s w m emsseJd f 9 j ~ i a ~ D . 1 W ~ ~ a JOUR3U00 l~ I I x ep U ~ y N ~o r ~ v_ m P ro ~ E Z O c 'o 0 o m^ ¢ 0-~,- ~ U ~~2 > Z ~ a 0 t75 G 3y~ ~ x¢ Oer.~ Emm a ~ ` t7 > u k' o G~ l o~ > r z £ I ~m.u 3Oa Ram m a a ~ ~ m ~ m O 41 M~ m Y N N g Ny.~s Npt ~ ~ ~ ~ C~q N a 12 ~ a E p~ ~ ~ Ol m t s W ~ t7i.w f9 m G a C X y f0 > ' a ~ ~ f0 O ¢ mUU Vwu S= ~ ~ zO~Oa a¢v~'i z iz p so H ,7- I 0 ~n . q ~ 0❑ ~ O~❑❑❑❑❑ O O O O ~ Q ~ m e a° o 0 0 s Z Z ~ ~a r a Z € ~ ~ al ~ d I N /A V~ m m m m S m ~ W w a i a m o ~ ~ a E • w N W o m 0 m 0 o a o a 61 ~I Q Q V ~ ~ ~ 0 ~ N t • ~ m F a o/ d a a S a . ~ n W a 7°i ~ y m ~ ~ J S ¢ ~ ~ W ° cr~~ 2 ` OI Li J V ~ ~ 0 12S1 J c5 I m oI ~ ~I OI I o ( „ " e ~ ~ M - s W Q w o Z o w ui = a M x E ~ r1 E -I E rl E LI E ~I E Q w Q ~ W 2 lil ~ w y o {i d ? M ` y I 2 ip N-I Z N at ~ Z m Z m N~ Z Z Z ~ ~ ~ O UJ - = o J a 4 a D a a ~ F- ~ (J Z .yl m O U 7 I m j I m 7 I m ~ 7 I m 7 I m Oa U y ~ m m~ N mi W y I m y I ~ N I y N I 0 ~ I ~ w ¢ a u ¢ v ¢ a g o s w ^ ~ x U a ~ c~ I ~ a o+ c~ I ~ a c~ ~ I 5 a c~ I m 5 a ~ c~ ~ ~ . ~ 0 1 lm ~ a SUPPLEMENT TO MSDS FOR NON-RESIDENTIAL CUSTOMERS WARNING - LIMITATIONS OF PROPANE ODORANT: YOU MAY NOT ALWAYS SMELL LEAKING PROPANE Propane in its natural state is odorless; therefore, a distinctive odorant with a foul smell is added to provide a method of detection in the event of a leak. (This odorant is usually ethyl mercaptan.) No odorant is effective 100`lc of the time. For a variety of reasons, circumstances can exist «hen you or your customers can be in the presence of leaking propane and not be alerted by smell. Physical orEnvironmental Conditions Reduce Ability to Smell. For example, some people, for physical reasons, cannot smell certain odors, including propane odorant. Colds, allergies, smoking, alcohol or age, can affect or lessen a person's ability to smell propane odorant. In addition, strong com- peting odors, continued exposure to propane odorant, or simple inattention can result in a person failing to detect the odor of escaping propane. Odorant Reactivity Can Diminish or Eliminate Odor. Odorant such as ethy] mercaptan can fade, diminish, and in some instances, disappear as a result of oxidation, adsorption and absorption. This is often referred to as "odor fade." For example, exposure of propane odorant to rust or scale in tanks, cylinders, or piping can result in the odorant losing its distinctive smell. Tanks, cylinders and piping sur- faces that are not passivated can react with propane odorant causing it to lose its distinctive smell. Cer- tain types of soil can also filter the odorant from propane causing the odorant to lose its distinctive smell. Other reactions exist that can result in odorant losing its distinctive smell as well. For example, some sug- gest that propane odorant molecules can adhere to masonry floors and walls resulting in the odorant los- ing its distinctive smell. What to Do? Use of propane odorant is the best way to alert you and your customers of the existence of leakin; propane, but there are other steps you should take for your safety and the safety of your cus- tomers. • Prevent leaks in the first place. Maintain and inspect your and your customer's propane piping, tanks, cylinders and equipment to prevent leaks from occurring. This includes the pressure test- ing of piping and e quipment when the circumstances dictate, compliance with NFPA Pamphlets 54 and 58, following the procedures recommended by the National Propane Gas Association, follow- ing of manufacturer's instructions and compliance with other applicable codes, regulations and practices. • Do not allow propane tanks and cylinders to run completely empty. When a tank or cylinder becomes completely empty, the likelihood of odor fading increases. Warn your customers and employees of this. • If a tank or cylinder does run completely empty, close the shutoff valve immediately. Air can enter a tank or cylinder through an open shutoff valve or through pilot orifices or other openings in propane piping and equipment. The entry of air into a propane tank or cylinder can cause odor fade to occur. Never use a tank or cylinder that has been allowed to sit empty with its shutoff valve opened unless it is properly passivated. • Educate your employees and customers. A variety of warning and educational information exists concerning odor fade and propane. You should provide warning and educational information for your employees and customers. AmeriGas can provide you examples of such materials. Please contact us For further information. Another source of information is the National Propane Gas Association, 1301 West 22nd Street, Oak Brook, Illinois 60621. • Some suggest that purging can help prevent odor fade in new tanks and cylinders. Purge newtanks and cylinders in accordance with the recommendations of the IvTational Propane Gas Association Bulletin 133. • Purchase and install gas detectors as a backup warning device. Gas detectors can detect the pres- ence of propane even if the odor has diminished or is not present. L'se and install gas detectors in accordance with the manufacturer's instructions. Warn and inform your customers of the exis- tence of gas detectors. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 8081 Property Owner : Property Address : 3600 YOUNGFIELD Contractor License No. : 20168 Company : Donald E. Jagger Roofing Company Phone: Phone: 3032869241 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that lhe setback distances proposed by this permit application are accurate, and do not violate applicable ordinanees, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibtliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat I~idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Reroof portion of Walmart #1208 Construction Value Permit Fee Plan Review Fee Use Tax Total Date : 11/3/98 $189,430.00 $4, 011.75 $0.00 $0.00 $4,011.75 Use: Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issuetl in accordance wiN the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and M the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable orUinances of the Ciry. (2) TOis permit shall expire if (A) the work authorizetl is not commencetl within siMy (60) days from issue date or (B) Ue builtling authorized is suspentled or abantloned for a peri0tl of 120 Oays. (3) If this pertnit racpires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be matle in the original plans antl specficetions and any suspension or abantlonment has not ezceedetl one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done thalwill change tha nalural Flow otwater causing a tlrainage pro6lem. (5) Contractor shell no6fy the Building InspeQor twenty-four (24) hours in advance For all inspections and shall receive written approval on inspection card Oefore proceediing with successive phases of the job. (8) The issuance at a permit or the approval of drewings and specifcations shall nof be construetl to be a permit tor, nor an approval of, any violation of the provisions of the builtling codes or any other ordinance, law, rule or regulation. ~Q' LL-101') 4 -`,i' Chief Building spector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Oct-22-98 03:47P DEVREVFAX 303 235 2857 P_02 DEPAR7MENT OF PLANNING ANQ DEVELOPMl:NT Building Permit Number: 8UlLDING lNSPECTION DIVI5IQN - 235-2655 CITY QF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RlL7GE, CO 80215 PropertyOwner: (,(//yL~~A~Y' ~/0~~8 ~L-,✓C~-N-L mflx/i9-[fC-~nE~/ y- PropertyAddreSS: c3ls040 j~OUaJG ~'yG-Ltl phone: ConUactorLicenseNo.: companv:J`~s~~ Phone: J63-dk&93q1 OWNER/CONTRAC70R SlGNATURE OF UNOERSTANDING AND AGRE EA(EMT Conswction vatue : I^ y30. o0 I herehY xrtity that the aetDedc distances propased M' thes OarmK aPWication are at vnte, ~ aM du nM vioW e applicahk ordinanaes, nrles or reydations al the Clry o( VYTeaI R]ge or PCftnlt F~: covenants, easemeiris or eeattriclions af recoN; that all rtsESaurMenfs shown, snO a legations made are accun0e; Nat I have rcaA and agrcolo abide M afl corMitions prinfM an 1iis Use Tax : appGcation, and that 1 assume fuN rcspons~iEf~ly for compfence wilA Me Wheat Ridg~ 8urld'ing Code (U.B.C.) and all otMr aPD~a Whe31 Ridge ordm farwork under ths Km,ii. Totat : S0.00 (OWNEF)(CONTRACTOR)5lGNED ~ATE USB: Descriotion F Pvfl-r1O rv o F (,viB4- 1' //9'R-r BUILDING DEPARTMENT USE ONLY SiC : Sq. FL : Approval : Zoning ; Approvat : I Approval: i Occupancy : Walls : Roof : 3tories : Residentfal Units : ElecUical License No : Plumbirg License Na : Mechanicat License No : Company : Company : Company : ExplraUon Date : Approval : Expiration Oate - Approval : Expirailon Date : Approval : t+i izl 171 1Sj 1e) !1!Wepd aNelawsofmSLOedCdorMOandbNaZaMrq oea o[ ihe CM1y. ~ kam i:w ds[s «(BI me 6uUnq aWC+hN b wspvWed or •h RaWred. wwiaea m Wnpas now han or MI w mWe btne ~I7)ysx. N w~aamaae a dwspnabn a anviaoRn~ ~tbrtS~apM~m 6harMah9 wrIIIM aOpMal m YmDeClion CaQ Dlfora ,uea a x. pmwtke. nw.n .vvrwai a4 .ny ldaGon a We ymYwan Chief Building Inspector Foi Mayor THIS PERMIT VALID ONLY WHEN SIGNEp BY THE CHIF F SUIL.DING INSPECTDR ANO MAYOR CALL• 234-5933 24 HOURS PRIDF TO 1NSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-434 ate :2/28/95 Property Owner : APPLEWOOD VILI.AGE SHOPPING CENTER Property Address : 3600 YOUNGFIELD ST Contractor License No. : 17071 Company : Shaw Sign & Awning, Inc. Phone : 277-6491 Phone : 493 6244 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recard; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions pnnted on this applieation, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : SIGN Construction Value : $2,350.00 Permit Fee : $75.00 Plan Review Fee : $0.00 Use Tax : $35.25 Total: $110.25 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issuetl in accoNance wiM the provisions set foM in yopur application and is sub1'ecl to the laws of the State of Cobrado antl to the 2oning Repulations antl Buildin~ Code M VJheal Ritlge, Coloredo or any other applicable oMinances ofthe Ciry. (2) This permit shall ezpire ~f (A) the work authorized is not commenceA within sixty (80) days /rom issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If ihis permit expires, a new pertnR may be acqeuiretl tor a tee of one-half the amount normally required, providetl no changes have been or will be made in the original cee0s one (7 j year,~(u~lcfees s~altlbe pa tl$p(or as~o~ ~ ma"donment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment (4) No work of any manner shall be done ihal will change the natural flow of water wusing a tlreinage problem. (5) ContraUOr shall notiry the BuilUing Inspector twenry-four (24) hours in aGvance for all inspections and shall receive writlen approval on inspeclion card before proceetliin8w ccessive phasesoithe1~ob. (6) e issuan o! a rmit oq~he approval o E2wings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions o Ne buil g es ocapy other ortlinance,Jaw, ryle or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOlt TO INSPECTION 7500 W EST 29th AVENUE 234•593.'. P.O. BOX 838 DEPARTMENT OF COMMUNITY DEVEIAPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. PERMIT N0. TMIS PERMIT VALID ONI.Y WHEN SIGNED BY TFiE CHIEF BUIIDiNG INSPECTOR AND RECEIPTED BEL7W. q lewoo V g y `rr ii.Hi ivrv rurt IYIIJI.GLLMIVCVVJ r~nm~ i ~r~ ~ ~n \ A - JOB DDRESS 2i nn OWNER ADDRESS 3E06 Yu.:~-+q~~e\a., ~~aO' C6 CONTRACTOR ADDRESS 1214 We\~sA'er- Pve PHONE ZIPCODE t=c>cTC W S C C) IL DE ~ t'S a S CONTRACT PRICE $ ~~~6 v< _d . CITY ZIp CO ountiF 3G3-4 53'~ a 1+ LL LICENSE NO. I 7n 7 1 DATE 2 /-2~/~S _ TYPE Ground ❑ LI w..q 4 WoIF~ Proieelinp❑ 0~ S a D Faa 1 SIGNS 6 . 2. MATERIAL T~ LCh ~rCS Tofal Squon FNt a Permif No a Eleef T Eiir N . . yp o 3, ILLUMINATION riS 4. SET BACK FROM PROPERTY lME N_ S_ E_ W Zorn_ Apprwed,2one Inspeeta (Spetify whieh is fronf ) ❑ ❑ ❑ ❑ Disopprowd 1. 1YPE Solido More Thon BO% ODenO Less Than BO% Open MATERIAL Heipht ~ FENCES 3 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zme_ Appiwei Inspeefa (SDSCity whieh ia froM) ❑ ❑ ❑ ❑ Dieo00rowd I . 2 OTHER 3 . DRAW SKETCH OR SHOW BELOW,THE fENCE,5IGN,OR OTHER STRUCTURE,GNIM1'v DISTANCES FROM PROPERTY LINES. (SETBACNS OR PROJECTIONS INCLUDED) -1 ce " i-\ "_ti.e c),- CE \e v_ i, c v, s, y Li ~ 'i i_ i T~ ~ CcpVno~a..,_,-._•rct~ F' Vc., a I- % '4 ~ SPECIFV NORTH STREET NAME SHOW DISTANCES FROM TME MMN BUIIDtNG T6ADJOINING MOUSES, STREETS,AND PROPERTY LINES;ON IRREGULAR tATS,SYIOW Lceer pISTANGE TO FROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STAHTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDERSIZE B ILIEGAL Np, TEMPORARY METEF FLOOR WATER CLASET WASH BOWL BSM IST 2N0 3RD 4TH NQ FUEL:CircMOno GaiQl ENe$da FORCED AIR - BTU HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTMER HEATING GARBAGE DISP REFRIGERATION SVSTEM POWER SUB-CIRCUITS UTIUTY(RANGE,DISPOSER,ETC) FI%TURES WATER MEATER AUTO.WASHER DISH WASHER Refri eronf Grou Poundt CMr • AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIxTURES REMARf(S I Mroby ooknowledQe that tnie applico- fion it corrocl ond underatanC thot I connot itort this project unrii thla apvl, cation is apOroved. I sAOll tomply w-f the lawf oi the 51ate ol Colorado ane fM Zoninp Repulati0na and ButlEini Code of fhe Uty 01 Wl+eat Ridqe. violafion of the above terma *"I immediate ro cahon of thie f O'~ PERMIT FEE lj USE TAX cEE $ /7I,K'i. :2 '`rCTOR,City of Wheat RidQe 4L'~ VALIU UNLE55 FIEGEIPTEU CAL'.'~r 1133 24 HOU' ?1NCE FOR n . t l t RY P `it's Pik X ~.vC fG~ .`reGll~ia 10' V-0. 3'-3 112' a' NOT 10 SCALE 1'-8' 2 CONDUIT 6 SPACING DIMENSIONS "DI TO MALI SEALANT ALL SIDES IIIMIID 071 % ALUM SIGN ;WIURM PAWED RIM. FACIAL - - (%146101 PEtURw r j ! t 1 WWII[ ACRRIC rWK0 SION FACE r~ - 1 37'-8' 112' 1 P SLE11E ANCHOR - FLDI[SCENT IUBIND'"ItO ON ALIMINN WIRING TRACK 'ALL ENCLOSEO WIRING1 ft O7ESCENT LICWT DALLAS? Ft1NISKO BY WAL.RART SIGN SHOP 318' FlE1 CONDUIT S' LOG SUPPLIED IN LEITER. 1 STUBBED THROUGH APO CALKED BY SIGN UBIALLER. A.VVIONIM SLVKIED APO INSTALLED By GENERAL COHIRACTOPS ELECTRICIAN 7'-0' SIGNAGE SECTION ON SPLITFACE 3 MD 10 KALI 4 NOTE: INDIVIDUAL LETTERS ARE INTERNALLY LIT. CAULK 701 OF All LETTERS. GRIMED Olt ALw. S18N IEiRNA PAINTED RIM. FACIAL 111RUSIOF REVLON rWl it ACR.IIC FO►EO SIGN LACE DOUBLED OBO ALUM. BACK I WING LOCATION bi 10 SCALE 6' -A e DRIVIT. SISTEN EAA KIAL STUDS er•D'OC.eT OLDS. CONIRAC1OR N AIlACKO To BLDG LB' Su1NtESS STEEL TBOLTS AND .ASWERS FRQNI AND BACK FLOPESCENI "INO MOUNTED ON ALL01" WiPl7G TRACA tALL ENCLOSED .101041 FLMKSCEkT LIGHT BALLAST FUNIPCO BY WAL•MAAI fuM SHOP 310' FLEA CONDUIT S' LOG SUPPLIED IN LEIIEX. STUBBED THROAH AHO CAULKED BY SIPN INSTALLER. I'AA' .u¢TIONB01 SUPPLIED AND INSTALLED OF GENERAL CONTRACTOR'S ELECTRICIAN 2 7'-0' SIGNAGE SECTION 5'-0A BUILDING SIGN UVQL *MAn.c, U RWI[0 O. IUIUM SGN 1A .0 ' 1 t-- r caa wa 1••4' COLOR 9AND 12'11' INELVETICA MEDIUM STUD MOUNT PLASTIC LETTERS NJ- 2 i8' PHOTO SIGN 1+rl m trxt • nnoM 1q(IDD a 11LO1 s i ' 1 « 11 ~ 1C 1'~. ~ ~ Its- rOF04EO PLASTIC LETTER ,e' . r T)K-OEV SILO in OPILL(D 0.E FILLED +1 SILICOtg NOTE: ON SPLIT FACE BLOCK ME CHIPPING OF BLOCK MAY BE REOUIRF.0 TO INSURE LETTERS ARE of-RTICALLY LEVEL. SIGN CONTRACTOR RESPONSIBLE FOR PAINTING. LETTERS ON SMOOTH FACE CMU LETTERS ON SPLIT FACE CMU 1 PHOTO SIGN SECTION .a TO xxt IPLAbFIC LETTERS 3 12' VISION CENTER SIGN isslRtsraoan Wt TO WAU • onr(pr RM10 y lllt0 2 18' VISION CENTER SIGN a. '0! 1! WAA - Nimm mmsto STM LETTERS ON SMOOTH FACE CMU LETTERS ON SPLIT FACE CMU 1 YIS1ON CENTER SIGN SECTION ror ro i I I 46' _T* 2 4 c mr HELVETICA MEDIUM STUD 5 SPACING DIMENSIONS ut.a . MOUNT PLASTIC LETTERS IT TO W" • PATTERN aOrim ite LAWS UAifANT I M ~ tI 34'•10' ~j 2*-C* 4 4 V-91 3' 3' I' •0' ~2~ {}3-~ 1 L4 - I'oIl 2.57. 0lFr s 101 x ~ ss] WE L F, ICA MEDIUM STUD NOTE: ' SELL FOR LESS' IS ALWAYS HHELVEELVEIICA$T D LETTERS TO BE ORIENT O TO THE LEFT OF SATISFACTION GUARANTE O' ON BUILDING ELEVATIONS. 4 SPACING DIMENSIONS Ee.n• MY TO SCALE • AAtTfRl PROVIDED Ee STM a-- .4 r, lie' roft-ED PLASTIC LETTER 119'14' TNEADED STUD IH L1 A' DRILLED •OLE FILLED WITH SILIC 4 LETTERS ON SMOOTH FACE 1401 to SCRUI Z 3'-0' SIGNAGE SECTION .9 Ue' rwoko PLASTIC LETTER 11815.' T wEADED SAW IN to * DRILLED WME FILLED WITH SILIC04 LETTERS ON SPLIT FACE ~N ire' renED PLASTIC LETTER Ire' 1 A' ?TWAQo SAW IH 114' DRILLED 'Q.E FILLED W1 SILICDE NOTE: ON SPLIT FACE BLOCK SOME CHIPPING OF BLOCK MAY BE REOUIREO TO INSURE LETTERS ARE VERTICALLY LEVEL. SIGN CONTRACTOR RESPONSIBLE FOR PAINTING. 3 2'-6' SIGNAGE SECTION »m to W-41 STOOR~~EFRONTT(SIGG r~NAGE ` WWL* Rfl, 7 , gYt7q fR %l~.FA } till' Oft-ED PLASTIC LETTER n 118'x4' TNEADED STUD IN 114* DRILLED -OLE FILLED WITH SILICDTE LETTERS ON CALIF. DRYVIT 1♦ w O..{ .Y -PIP 1 ^ Q DO NOT ENTER BUS EXIT ONLY SIGNS .r lfl J~ ; ••b A r ~f? 9 rX,i 4 Basis of i Lit e,~wT + + -1 PARCEL 1 e r _ F I c ~fP if iF ,p. - O 0 1 `•;r fit- 1 v A a E 3. 3"` t ~It 4t10 NO*51; 8' y 20.0' 1 ~ _ . r : 00 (NO.51 43 W 199.94oo ' v 4J O W~ - { T7 0 r r i N`t ONO 0000 0000 0000 , 4- n ti h N0;51,8'W 135.19' . NO 51 17 W 135.321) Bearing based on the assumption that the west line of the east 1 /2 of the NW 1 /4 of Section 29, T.3S., R.69W runs N 0' 51' 48" W; TR S DECIDUOUS : n tPatmorer Ash 1/2 Cul,1 t...nonnf ~nnn~ r,rf (9 1 ('nl NQ PROPOSED BUILDING LE END ,r„ MEASURED IN `TLD • The City of 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215-6713 (303) 234-5900 W heat City Admin. Fax # 234-5924 Police Depc Fax ti 235-2949 9Ridge Mazch 19, 1998 Perry L. Butcher & Associates, Architects 114 South First Street Rogers, Arkansas 72757 Attn: Leslie Brixey Dear Leslie, ~ / I am faxing this letter at your request reference Walmart Pharmacy at 3600 Youngfield Street in Wheat Ridge, Colorado. This letter is to verify that pursuant to our phone conversation on this date, that I have informed you these plans are ready for permit issuance, however at this time, I need someone to come in and submit a permit request form to include construction values. If you need any further information, please call me at 303-235-2855. Thank you! Sincerely, Kim E. Quayle, a Building Department Secretary RECVGLED PNPEH Properly Ovner : bi al~?10~ Property Address : 3600 Youngfield Phone : 420-0640 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT proposed Mos or re accurate. Ridge or I allegatlons , thls Ige Bullding ia permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Descriptlon : Hang "Broncc ner" above entrance doors in glass area -m---- BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approvat: Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Constructlon Value : Permit Fee : Plan Review Fee : $0.00 Use Tax: Total: $0.00 Mechanical License No : Company: Expiratlon Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (t) Thta pemdwea leeuetl In accwdance wO tha proviaioris aet fath in yopur epplkatlon amf ia sub~eUm tlie laws attre Ste~ of Colaatlo arM to the Zoning Repulatfons andBuIMp~p Code of Wheat Ri~pe Cobntlo or arry other applkable ordNnances of tlre City. (2) Thb pafmlt eheN ~I'e R(A1 tlre work auMw(zetl b not commenced wiCdn sbcly (80) deys Rom issue tlele a(B) tha bulWing auMOrizetl Is suapended a abenOOned tor a perbC of 120 tls s. (3) If Uib permil e~ires, a irow mey baacpqeunirseqdnfw a fes of oiro-haH Me amouM'aimety requireC, provWetl ro dha~pu hava Oeen a will be mada In the e~icg~~s ~e (1) and 1bar, PoII haa ehdldbsryPeW for a haw p m~iltn.~~nl hec nol exceadeU one (1) Year. If charpwata maCa or N su%Penebn a abendonrtbM (e) no worx w am meo~r anaa ea ao~re n,ac wm awe• ~b ~wrai now awater cweirq a draiMee wa~em. (5) Contrador ahaR notly ths BWki~p In~p~r twenry-tour (44) twura In advance for all fnapactlons and sl~all receive w~llten approval on k~spactlon cerC before orooeeAlirp witl~ su~ulvs oharoa d theJob (8~ ~ V~. ~~WNip~~P w~~~~er.~r e I~aw, NI ~a ~ anaii mt be conawea m ne a Pennn ror, rwr an ePpovW m, ami waenon a me pmVreiau THIS PERMIT YALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION . , . . , . i. „ . . . r f . , - •-_-:;;DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 5240 BUILDING 1NSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6/6/97 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3600 YOUNGFIELD Phone : Contractor License No. : 19510 Company : ANOMA SERVICES Phone : 316-276-2328 OWNER/CONI`RAGTOR SiGNATURE OF UNDERSTANDING AND AGREEMENT I heretiy certiry that the sethack distsnces proposed by this parmft applkation are accurete, and do not violaie. apol~cable ordinances, ruks w regulations M the Ciry of Wheat Ridge or covenants, easemeids or reaGictans ot recortl; that all measurements shown, and. allegations made are accurate; that I have reatl and a~tee to abide bY ali corMitions printad on this application, and thet Iassurtre fUUresponat bN'ilv.for corr~liance with the Wheat Ridge Building Coda (U.B.C.) aAd.all othareppNcebb Wheat aidge ordmancea, for work under this permk. (OWNER)(CONTRACTOR) SIGNED DATE Description : PROPAIN STORAGE SIC : Sq. Ft. : BUILDING DEPARTMENT USE ONLY ~Approval : Zoning : Approvai : Approval : Occupancy : Walls Roof : Stories : Residendal Units : Electrical License No : Company : Expiration Dafe : Approval : (t) This pemiit was issued in aa Regulatlon6aml8WWirIg Ca (2) TMS pemVt 5hall wcpire if (A) ebendOned fof a pe(iodOP 1$ (3) II Mia pemUt expires, a.nex { (5) (8) or any Plumbing License No : Company: Mechanicai License No : Company : Expiration Date : Approval : ■ Expiration Date : Approval : ■ sbns set foM in yopur application aiM is su q'ect to the laws of flre Sfate of Colorado arW io the Zoninp arado a arry other applicabte wtlinances W the City. rrot comme~eC wiNin sixly (BO) tlays from isaue dele or (B) tlie bWltlinp eiMOrizeC b suspentletl or for a fee of one-hatt tlre amount nortnelty requiretl, provlAed ra changa have been w will bo maOe in the i or abandonment has rwt exceeded one (t) year. If changes are made or H suapsnsian or abarMOnnront w oertMt. . ~r (2~ ho.urfls~ vd ar~ Mr ains dpeaUOns anpOd al racelve vrtftten approval m Inepeclion cerd betore s antl speciflcations shell nrol be construed to Oe a pamdt tw, nor an eppwal W, erty vbletlon M the pmvisions le a regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPfCTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :a / m ct Property Address Phone : Contractor License No. L p~ Yoz~t L~ c L~ Company: ,Qrroo-,-~o~ ~C,v~2-~e ThL Phone: 31~_z'7G~23z~ 3 0{~ ~F 1.t~~ To Q S rra r e1 P-~ i~c 7 8"41 6 3 6-2, 3 U4/ ~60 7-- OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrietions of record; that all measurements shown, and allegations made are accurate; ihat I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wit Ihe Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ri5pe ordinance5, r work undA this permit. Construction Value : VX, L) U Permit Fee : 3C) _ 2 ~ Plan Review Fee : Use Tax Total : 3 q. 8 S y ~ s iak zo /6,, P 1- 0 1-a~P Description:.~Fns/a//iKy 2 ea LyI ZofiiotiLCuriirciml Approval: Zoning : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: gltil p Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: m lP.lammutltlil 0 0 s~la-Yf59_R~imrt~H~ (1) This permit was issued in accordance with Ne provisions set fotlh in yopur apPlication and is suhject ro the laws ol the State of Cob2do antl to the Zoning fte9ulatians and Builtliny Cotle o/ Wheat RiAge, Cobrado or any oiher applifable or0inances of Ihe Ciry. (2) This pertnil shall expire d(A) lhe work aulhonzed is not commencetl within sixty (60) days Irom issue tlate or (B) the builtling authonzeA is suSpenCeE or abandoned for a period ot 120 days. (3) If ihis pertnit expires, a new permd may 6e acquired for a fee of one-half the amount normally required, provitletl no changes have Deen or will be made in the on9inai plans and speafications and any suspension or abanCOnment has not eaceeded ona (1) year. II changes are made or if suspension or aOanEOnment exceeds one (1) year, lull fees shall be paiC for a new permil. (4) No work of any manner shall be tlone t0at will c0an9e the naWral flow of water wusing a drainage OroElem. (5) =Building the 8uilding Inspector twenry-four (24) hours in atlvance for all mspectiens antl shall receive written approval on inspection card belore ssive hases of the ob. (6) The ml~ ny~~0e poi al nZtlr law, nr9ule or d secifications shall not be wnslrued to be a permi! for, nor an approval of. any violation of the provisions nspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION I a a u ~ ~ Z esf eS I YP 1/ ~ . W 1O c ei a > - ~ O 4 4 ~ Y a Y ~ ~l Q ~ 3t ~ z Aecr V ~ 24"'" `z ~ vc ~ ~ ~ar Vi ~ q ~ v,~/~r` y PQr , ~ GLY I~ ~ h "I ~~p l~ rr.Gl PC3 f Y\ ~ ~ ~I£ f ~ t A adr' ~ ,a a3w I oh 1~ Ll:-~ ~ + ~ J n r(I i(1 a ~ V► V a~ 3~ ~ ~ GENERAL MANAGEMENT COMPANY 1623 Blake Stre6t Suite 300 Denver, CO 80202 (303) 592-9112 Bax (303) 595-9233 Gerald M. Biahl Anne M. Pearson Jenaifer L. Pearce March 20, 1997 Mr. Jonathan Russeau Wal-Mart Stores, Inc. 701 S. Walton Boulevard Bentonville, AR 72716 and Mr. Clint Smith Murphy Asphalt Repair 6330 Washington Denver, CO RE: Wal-Mart Drive Lane MAR 2 5 1997 Dear Mr. Russeau and Mr. Smith: After speaking with Mr. Glen Gidley, the Director of Planning and Development, he has informed me that plans for the Drive Lane reconstruction have not even been submitted yet. This situation is urqent aad is causiaq defaulta from other teaaats and may ralate to monstasy damaqes. Plans must be submitted within fourteen (14) days (Thursday, April 3, 1997) to the City Planning Department. By signinq below you are you are in agreement that these plans will in fact be submitted to the City in the above mentioned time frame. AGREED: Jonathan Russeau Date Sincerely, GENE MANAGEMENT / ~ M/Biehl cc: Glen Gidley, City of Wheat Ridge Micheal Kersting 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/ 237-6944 Ridge FAX 303/234-5924 Febivary 5, 1997 Mr. Michael Kersting Wal-Mart Stores, Inc. 701 S. Walton Boulevazd Bentonville, AR 72716-0476 RE: Wal-Mart Drive Lane Deaz Mr. Kersting: As you and the owner of Applewood Shopping Center have been advised in the past, the drive lanes west of the Wal-Mart Store and directly east of the RTD turnaround must be converted per prior approved plans as soon as possible. The City will no longer issue building permits on this pazcel or cooperate with you or the property owner in any redevelopment or expansion of any buildings on this pazcel or any other pazcel within Applewood Shopping Center, until this requirement has been met. Please be advised that this is your final notice. IF plans aze not submitted for such improvements to the City for review and approval by Mazch 15, 1997, and construction completed by May 15, 1997, legal proceedings will be initiated by the City to cause such improvements to be completed. Sincerely, Glen Gidley, Director Planning and Development November 24, 1996 Gerald M. Biehl, President General Management Company 1623 Blake Street, Ste. 300 Denver, CO 80202 RE: Drive Lane Status, Applewood Village, 32nd Avenue and Youngfield Dear Jerry: I am in receipt of your letter dated November 18 regarding Wal-Mart's objection to changing the drive lane which we have discussed on numerous occasions. Regardless of Wal-Mar['s objections, the requirement stands. The City has no obligation to please Wal-Mart. However, we do have an obligation to protect the safety of citizens who use this shopping center. This was the purpose of City Council placing the condition upon the Applewood Shopping Center Site Plan that Staff may require modifications to this driveway if circulation problems were evident. Since construction, the City has received many complaints from citizens who use this driveway. Additionally, our Traffic Engineering Division has monitored traffic through this azea and observed substantial driver confusion and conflict. It is based upon these facts that we have required the revisions to this drive. Please be advised that this requirement is tied to the Certificates of Occupancy for your new building located at 3294 Youngfield. Those Certificates of Occupancy expire January29, 1997. Furthermore, no additional permits for construction or remodels will be issued for Applewood Shopping Center until this requirement has been met. Thank you for your cooperation in this matter. If you have further questions, please feel free to contact me. Sincerely, Glen Gidley, Director Planning and Development Department CC Michael W. Kersting, Wal-Mart Bob Middaugh, City Administrator ' GENERAL MANA(iEMENT COMPANY 1623 Blake Stieet 8uite 300 DeIIVei, C0 80202 (303) 592-9112 Fax (303) 595-9233 Gerald M. Biehl AIIIIe M. Pe3rson Jennifer L. Pearce November 18, 1996 Mr. Glen Gidley Director of Planning & Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80034 RE: Drive Lane Status Applewood Village, 32nd & Youngfield Dear Glen: Enclosed is a letter that we received from Wal-Mart requesting that the appropriate representative from the city contact them, as they do not see a benefit being derived from making the proposed change. If you have any questions do not hesitate to call. Thank you for your assistance. Sincerely, NERAL MANAG NT COMPANY . nnife L. Pearce enclosure cc: Bob Middaugh F, Wal-YaM Stons lNe. PnpmrlY"oapeosnt UOpt . WaIalahRUlEStabBssioesz7mst Wal-rarl5bns Efst, lu. WAL*MART fro0erry Yeeaoer Walalon Ru1N Ce.lnc. Eem's flul FKab Buluss Trnst Phene Numher SAu's Fasl.lRc. 507/7734085 Eea's W~sl.l~e. hcsiaile SaA's ~.W.lae. 501/278-79fl PROPEflTr MANAGEMENT DEPT.#44-9884 * 7Q1 SOUiN WALTOM BLYD. * BENTONYILL4AR 12716 * 501•213-0065 November12,1996 Mc Genld M. Biehl General Management Company 1623 Blake Street Denver, CO 80202 Re: Wal*Mart S[ore #1208 Applewood Village Shopping Center Wheat Ridge, Colorado Dear Jerry We have received [he information from you az well as a letter from the City of Wheat Ridge regazding changing the drive lane as it wrtently exiscs. Please be advised that Wal-Mart svongly objects to this plan. It was Wal-MarPs understanding that [here was a provision for such change to be made as warranted; however, to date no one has been able to provide informauon that would indicate there would be any benefit derived from making the change. It is Wal-Mart's opinion thaz making the change, as proposed, would create a traffic hazard to its customers. We would appreciate your contacdng the appropriar_ ciry representative and explaining Wal-Mart's position on this issue. Thank you for your assistance in this matter, if you have fiuther quesuons, please contact me Sincerely, Michael W. Kersting Property Manager MWK/esa cc: Jonathan Rousseau i he Ciry oi 7500 WEST 29TH AVENUE . -WHEAT RIDGE CO 80215-6797 .(303) 234-5900 cWheat City Admin. Fax 4 234-5924 Police DepL Fax q 235-2949 GRidge August 21, 1996 Mr. Michael Kershing Property Manager Wal-Mart Stores, Inc. 701 S Walton Blvd. Bentonville AR 72716 Re: Wal-Mart Store #1208 Applewood Village Shopping Center, Wheat Ridge, Colorado Dear Mr_ Kershing: It is the requirement of the City of Wheat Ridge that a drive lane be installed on your control area of Applewood Shopping Center, so that there will be a safe, convenient North/South drive lane to facilitate traffic. General Management is aware of our requirement and is working with us on a specific design. If you have any questions regarding this matter, you may contact General Management directly at (303) 592-9112. Thank you for your assistance. Glen Gidley, Planning & L GEG:slw cc: Gerald Biehl, General Management Co. a z g. ` r a - b Li J + r, t" + 12;502 S.F.. -FENCED OUTDOOR t .,r .rt. ..p r7 a t N t GARDEN CENTER x A 11333 HOUSE AREA r ' - GREEN S.F. a 2,720', y t 113-33' a , momm c a r C'AROEN~ CENTER 212-17' 0 (A 4 00 / I f k try Z n s r, 1 4 ~ t ~ r7 O W low 00 7. Q" m 1 l •,,L' m O iY oNt'~( BAST fouD s hlp- utivtq-v Ic i fl1 p ,1 _ ~~S ©t, W~ ~ ~ t,•~ rte ~x ,w tJ 31.42 m W ~ I A I r c ZZ T}' W 9 r° Lu T CA CA ; N k 8z OD cc: N J~ ' , +r- a;„, ~r t '!wi•r r• fir` i..,'.. v f_ R.d13a33S. Y,~ y Z8 L99 AA,R X5.0 iN ad' ~ Jb Z d7.l~3Yif~' - v r dt,MK f. Sly L •TS -TI o 9NI411(1$ M34` Ul, J ;Z£'l6 ° ° 4 4/ B 1 y; 'tZ M,8' lS N r, f k* 'a r;.~ 4 i TT t I I I t t ~ 111 li I -N 1-11 AA IA F_ do I /T { (0' y (j,6 M, 1AS-9 00 j j 1 h dry , 00 ° I i"1 ia5 ,7} tc*(, 3~P1':Jl Ci31 ,SJ i 7 3 r L' ~y6 i 0 -7, ~j VA - dt - ) N , _ ~ ~~ill~Ii'~iTl IIIII;I~ITI~_-~II~i Q l t! d! 0 4-H.1 ffl~d 1-w-al-- ffl- tf i - - SY I TT ~T -'11111 MH r uc \ . i; 0 4! 7- 44 LLI UJJ-~ 1-t , . Ai _ tC Z ~•'r . ~;ar- FT - - st s~ t st - ;;r~~ 00 C'n 77 OOLtt ic. V4 CD P( 39 '~/9.os 08 00 OL ~h +U i A"A C,4 C4% O'o r\j r - y 1( FIB ',w(- : b 34w`; (r1 / 1 J i ~ t i- O Utd . 1'. S. P;'t . M: ~ ~ Fwtl lYr iw.it;:~ j j Gi,. , . • '•t ` • a~. ( 'YC~~(~.~J`I,/ ~i \y :i '_Ff 73:=~ J~It13 /1 I [ 3 iftlG,' SOU ttl (C) O - - ~ ,tn ~ ~ f,, ~~r~ ~ ~~~,t td(t: uali..~ 7H11►Sc' >r' )37 L'C iti! f ~(~4 1Ya1N1 is k ti? / ~cHld, y!~I~ ~-S 313 uNV c 3Ob1- lA QOOM3lddb f } x• j:- r.y ; 14 11•: ''.'rte" ~ D+~ f: :6„.` >'~P ~'i~ .d'~.`~. P { a d rR nk, h Mfr r R. • r Y Y• f - u ' u ~.r h,' u'r~r l'8ti L` ~i?', ti. ice, I t 1.:. i ,1`. 4m•'lti~is y•` Sw r' V;:: ~e,~.. '01 -All 00 S t' ~j 4 ~ `w - s ~F VI, ' c.. ,.v..,. > l:' ,"t ,,i fir. -y,. ~H :rv. .y; J.• r stt. ..+Ji-.+.,.. ,.f. Y. C .try- r ;'4:•t :fi• " G x tx s i• e., ✓.i~a ?r~~.°d~ t °:f✓ i~ ''<r~r~3l.i~~_'- ,.1r'-f`r~, ~.'Xs ,i+~' ,~.~v .I ~ `^'w~~ ~'~y.= ~y~. i- + DECIpUOUS TR ES (2Q) F OSED BUILDING Patmore Ash 2 1 2 Cal. Imperial Honey~ocust (2 1)2" Cal.) F OSEp PARKING S EVERGRE~N TR~fS (,9), Austr~pn ine 6 -8 t.) E >CSED CURB AND SHRU6S (185), PERENNIALS (40) *r~eccir rr_i. i. t.. Cnl f 11•2rf~ c , ~ ll 7500 WEST 29TH AVENUE ~1V-~heat WHEAT RIDGE CC SG215-671;; City Admin. Fax $ 234-5924 Pohce Dep1. r2x r L:±5244" ~idge November 24. 1996 Gerald M. Biehl, President General Management Company 1623 Blake Street, Ste. 300 Denver, CO 80202 RE: Drive Lane Status, Applewood Village, 32nd Avenue and Youngfield Dear Jerry: I am in receipt of your letter dated November 18 regarding Wal-Mart's objection to changing the drive lane which we have discussed on numerous occasions. Regardiess of Wat-Mart's objections, the requirement stands. The City has no obligation to piease Wa(-Mart. However, we do have an obligation to protect the safety of citizens who use this shopping center. This was the purpose of City Couneil placing the condition upon the Applewood Shopping Center Site Plan that Staff may require modifications to this driveway if circulation problems were evident. Since construction, the City has received many complaints from citizens who use this driveway. Additionally, our Traffic Engineering Division has monitored traffic through this azea and observed substantial driver confusion and conflict. It is based upon these facts that we have required the revisions to this drive. Please be advised that this requirement is tied to the Certificates of Occupancy for your new building located at 3294 Youngfield. Those Certificates of Occupancy expire January29, 1997. Furthermore, no additional permits for construction or remodels will be issued for Applewood Shopping Center until this requirement has been met. Thank you for your cooperation in this matter. If you have further questions, please feel free to contact me. Sinc ly, Glen Gidley, Director Planning and Development Department CC Michae( W. Kersting, Wal-Mart Bob Middaugh, City Administrator , _ GENERAL MANAGEMENT COMPANY 1623 Blake Street Suite 300 DeIIVer, CO 80202 (303) 592-9112 F8X (303) 595-9233 Gerald M. Biehl Anne M. Pearson Jennifer L. Pearce November 18, 1996 Mr. Glen Gidley Director of Planning & Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80034 RE: Drive Lane Status Applewood Village, 32nd & Youngfield Dear Glen: Enclosed is a letter that we received from Wal-Mart requesting that the appropriate representative from the city contact them, as they do not see a benefit being derived from making the proposed change. If you have any questions do not hesitate to call. Thank you for your assistance. Sincerely, NERAL MANAGE NiANY . nnife L. Pearce enclosure cc: Bob Middaugh Walalatl 51ores, loc. ProOerry Nans9aman[ OepL WslalatlRUlEgatseualnassirnst Walalut Stersa Easl, loe. WAL*MART Properry Nanager WaIalfrt RealryCO.lne. 8am's Real 6hte Basiness Trost Phoaa NomYer Sam's Eas4loc. 501/2734065 Sam's West lae. facslnile Eao's P.W.INa 501/273-1971 PROPERTY MAMAGEMENT UEPT.#44-9584 * 101 SOUTH WILLTON BLYO. * BENTOMYILLE,AR 72716 * 501-273-4065 November12,1996 Mc Gerald M. Biehl General Management Company 1623 Blake Street Denver, CO 80202 Re: Wal*Mart Store #1208 Applewood Village Shopping Center Wheat Ridge, Colorado Deaz Jeery We have received the information from you as well as a letter from the City of Wheat Ridge regarding changing the drive lane as i[ wirently exists. Please be advised that Wal-Mart strongly objects to this plan. It was Wal-MarPs understanding that there was a provision for such change ro be made as warranted; however, ro date no one has been able to provide information that would indicate there would be any benefit derived from making the change. It is Wal-MarPs opinion that making the change, as proposed, would create a traffic hazazd to its customers. We would appreciate your contacting the appropriat. city representa[ive and explaining Wal-Mart's position on this issue. Thank you for your assistance in this matter, if you have further questions, please contact me Sincerely, , Michael W. Kersting Property Manager MWK/esa cc: Jonathan Rousseau 7500 wEST 291 N nvENUE The Cily o1 WHEAT HIDGE. CO 80215-6797 (303) 234-5900 cWheat City Admin. Fax # 234-5924 Police Dept. Fax N 235-2949 GRidge August 21, 1996 Mr. Michael Kershing Property Manager Wal-Mart Stores, Inc. 701 S walton Blvd. Bentonville AR 72716 Re: Wal-Mart Store #1208 Applewood Village Shopping Center, Wheat Ridge, Colorado Dear Mr. Kershing: It is the requirement of the City of Wheat Ridge that a drive lane be installed on your control area of Applewood Shopping Center, so that there will be a safe, convenient North/South drive lane to facilitate traffic. General Management is aware of our requirement and is working with us on a specific design. If you have any questions regarding this matter, you may contact General Management directly at (303) 592-9112. Thank you for your assistance. Yo Glen Gidley, Direct Planning & Developm GEG:slw cc: Gerald Biehl, General Management Co. f > k li I ` ~ y'~. r ~ ~ `n . e ,UQX ~ f »~'.F d~~ti 7 i , 9 4~ ! . ~v F P 0 ~ $ 0 o n O n m S ~ 0 m ~ a o 0 a I ° I 02 m m m m o ~ O m 0 _ c m m ~ n „m o ~ 3 ~ 0 ~ n m ~ o o ~ w m c m c D a I n ~ mm m f 0 ~ 0 w ~ n m F T 0 x x m O O z ~ v c ay N m a a r• r+ w 0 ~ l'f 0 ~ m M w F+• U) N 0 H m PEqNRNUMlEN B94#qg30 m y > m o ~ N S p ~ m O Z N W rn 0 0 K O C ~ ~ N m ~ a ~ fi H N m N Q O F ~ z z m ~ y D 9 F Q 0 w m m~ - w mm3 c o a m ~ o rr m ~ ~ m °m n K ~ n = < 1.~1 y mjmy lJ ~ 0 J y i ~mmm I~I a ~ ? m~3m i m ' A ~ J ~ O 0 m' lJ ` m° m y ~ . 2 O l m m~n °noro 0 rr(II ~Da ~ ! pr a ~ m < 1 ] ;L O a 0 o , ma c m n m , N H a S m a m J a W mmo v . o 0 vo~ 3 f a , ~ m am z o ^ o ~ 0om c m ~ ry c o 4 ' a F o CD rt rn N ' 0 O (D ti ~ ~ ~ ~ i a ~ L • ' , BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * « Correction Notice Job Located at Grt~ J.. ,...w L. n</ 1 have this day inspected this structure and these premises and have found the following violations of City andlor State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date FORM WRB-42 DO NOT REMOVE THIS TAG 7500 WEST 29TH AVENUF P.O. BOX 638 WHEAT RIDGE CO 80034-0638 (303) 2345500 City Admin. Fax k 234-5924 May 31, 1995 Police Dept Fax # 2352949 Rich Lange Colorado Structures 4720 Forge Road Colorado Springs, CO 80907 Dear Rich: The City of IAVheat 'Ridge Please let this letter serve as a follow up to our conversation regarding the Wal*Mart project at 3600 Youngfield Street. A permanent Certificate of Occupancy will be issued after the following items occur: 1. 'Itvo additional trees must be planted in the landscape area adjacent to the alley on the east side of the garden center. 2. The light pole adjacent to the eastern curb cut on W. 38th Avenue must be lowered to its' pre-existing height. That is, it can extend no higher than it was at original grade. 3. All materials for sale must be removed from parking spaces in front of the garden center. 4. The RTD bus sign and bench must be removed from the sidewalk along West 38th Avenue. 5. All-cart corral advertisements must be removed. Once these outstanding items are completed, inspected and approved by the City, a Certificate of Occupancy will be issued. Sincerely, Meredith Reckert Planner cc: General Management Co. 3600 Youngfield Bldg. Permit File , . a" ' ::OLORADO STRUCTURES, INC. UMB Bank GENERALCONTRACTORS com~aa soi~a:~coeosa•. . 4720 FORGE ROAD #106 i'iei 390 -7e41 . COLORADO SPfiINGS, CO 80907 (719) 522-0500 EXACTIY *"**w202 DOLLARS AND 60 CENTS 82!05 117350 ' 0117350 DATE Pnv 09/07/95 TO THE oaoep CITY OF WHEAT RIDGE OF: ' P 0 BOX 638 I WHEAT RIDGE CO ABOVE PpYMENT FOR WAL-MART WHEATRIDGE M1208 ~ o'ii7350i10 ~IL0700i0671: "'697051,0679i1" AMOUNT "****202.50 'k 3-5924 CITY OF WHEAT RIDGE P2ge 212 Job 240 ~ CiTY OF WIiEqT RIOGE 7500 West 29th Avsnue P.O. Bo:838 Wheat Ridpe, ColoraCo 80Q13 Phone 234•5900 STATEMENT DATE Apr-06 Thu 13:29 1995 Wal Mart 3600 Youngfield Straet WbAnt 2/4/95 2 hrs. Saturday Inspection @ 330.00/hour $60 00 30 miles @ .25/mile 7 50 2/18/95 Saturday Inspection @ j30.00/hour 60 00 2 hrs. 30 miles @ ,25/mile 7 50 3/25/95 2 hrs. Saturday Inspection @ j30.00/hour 60 00 30 miles @ ,25/mile 'fOTAL 202 sn Building Permit Inspection Log Page 1 Building Permit Number : 4930 3600 Youngfield St ~'ec" 50 Ui~ a ~ cF~° pcoQOc - rJ_ ~V~ • ~G F~ V ~ - t~1 i G.5 c Z) cO' o'-A January 31, 1995 IF I° oo °.~y .a° 1314 Webster Ave. Ft. Collins, CO 80524 (303) 493-6244 OJ Deparhnent of Community Development S C c o Bwlding Inspection Division ~ ~ L '•c L~ A \ ti - City of GVheat Ridge, CO PlanningJBuilding Dept. RE: Proposed signage for "Walxnart" located at 3600 Yomigtield, Wheatridge, CO. All proposed signage to be on Front Elevation. Sign A-(1) "Satisfaction Guaranteed" text measures 2'6" x 48'-7" =126.50 sq, ft. Sign B-(1) "We Sell For Less" text measures 2'6" x 34'-10" = 87A$ sq. ft. Sign C-(1) "Vision Center" text measures 1'-6" x 15' = 24 sq. ft. Sign D-(1) "1-Hr Photo" 1'6" x 12'-11" = 19.38 sq. ft. TOTAL SQ. FT. OF PROPOSED SIGNAGE = 256.96 STORE FRONTAGE IS 570' Existing Signage: (1) "Walmart" wait sign measures 5' x 37'-S" = 188.75 sq. ft. Ca_ (1) p,ylon pole sign that reads ^Walmart" "Discount" - This sign is having a face replacement. We aze removing "Discount" cabine[ and putting new teat in existing cabinet of "Walnart". see attached. I`ve attached a check for pemut fees and a stamped, seif-addressed envelope to have permit maffed back to us. Fe~ 5',..- S S, q , y Any questions, Please contact me at 1-800-493-6244. Thattks, Marranne Gustavson DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WEST29thnVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5933 P.O. BoXS38 CITY OF WHEAT RIDGE, COLO. ME94#5957 THI$ PERMIT VALID ONLY WHEN SIGNED BY THE CHIEf BUILDING INSPECTOR ANC RECEIP7ED BELOW. ; ~IAPPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS -3r,~/00 ~ 'aU OWNER ~7' CONTRACTOR )~A'hl Y-7~ iC!1 i/, ADDRESS ?02 ADDRESS~ '70~2 SU.I V4 Sj' PHONE ~~%L73'~S~~Z ZIPCODE ~27 CITY S1Y1d7~1viLLllg '9Z ZIP CODE ZZ~LIC CONTRACT PRICE $ OO PHONE 5-01-7-~ :5- gynZ' LICENSE NO. DATE 12-2 S-9~1 TYPE GrounE❑ I Wcll❑ Proieofinp❑ 0thel SaDFeae . MATERIAL 2 Totol SQu me Fnf SIGNS . ILLUMINATION Ye It ❑ No❑ 3 7ypO Eleet Permit No . 4. SET BACK FROM PROPERTY LME N (Spoci}ywhiMis fronl) _ ❑ S_ E ❑ _ W ❑ ❑ . Zone_ . Apprab,Zone Inspeefa DisaDWoved 1. TYPE SolidE3 MOrs Thon BO% OD*n❑ Lost Thon BO% Opon 1 MATERIAL HoiOht FENCES 3 SET BACK FROM PROPERTY LINE N (so.ciry wnicn u t.ont) _ ❑ 5_ E ❑ _ W ❑ ❑ Zom_ AppcwW,Zom Impseta oieavvor•a 7E" OT DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVINu^ DISTONCES FROM GROPERTY LINES. (SETBACKS OR PROJECTqNS INCLUDED) SPECIFY NORTN STREET NAME SHOW DISTANCES FROM THE M41N BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTY LINES{ ON IRREGUTAR lATS, $HOW LEAST DISTANCE TO PROPERTY I.INES, NOT MA7CIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BWLDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WOflK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZE81LlEGAL FLOOR BSA1 15T 2N0 3RD 4TM N0. FUEUCiiWQvGoidlPtoporw ElaSolor Np, WATEIiCLDSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - GMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONINC-8TU LIGNTING SINK OTHER HEATINfi GARBAGE DISF REFRIGERATpN SYSTEM POwER SUB-CIFCUITS WATER HE4TER Refri eronl Wou UTILITY(RAN6E, DISPOSER, ETC ) AUTO. WASHER Pa+ndt Chor e FIXTURES DISH WASHER AUTOMATIC SPRINNLER SVSTEM WIRING MOTORS d CON7ROL5 FLOOR DRAIN ELEVATOR SIGNS URINCL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WOFK OTHER MOTORS OVER I HP TOTAL FIXTURES ~ REMARKS r I ~P /7/rm. ~/2CAc790.T~F u I hereby acknowlsdqe Ihot tnif appliw• tion u wneot and undenrond tAat 1 eonnot start this Drojocf until ihit aDDli' eation b OpDrOWO. I sh011 eomply with tM lows 01 the Stott ol COlorodo ond to the Zoninp ReQulationt and BuildinQ Code of tAe City of WMat Ridpe. Any violaiion of ths abovs tlrms wili eoun immediaN rwotohon of tnli permit PERMIT FEE USE TAX TOTAL FEE ~ .O-C' `a-CHIEF BUILDII9Qr INSPECTOR,City of WKsat Ridpe Doto Issued 0 A r L/ SS~7~ CALL 2345833 24 HOURB IN ADVANCE FOR INSPECTIONS I,jlneanlN pynelw• f 3'x3' PANOUIT WI1H COYER 6' -0' LOPdG PIT POPIT STANDBY BAtTERY CALCULATION SOX 80X EOWPMENT EQUIPMENT NORMAL, ALARM (TAN) fTAN) NI IGATINC LOGP V T r, ret NAIL QUANTITIES CURRENT CURRENT ~_O~P V T ~ . ~ . i 0TION3 !lyBl:~lAaI STORE #1208INhaat Ridgy Co CONTROL PANEL D8112Ci2 1 0.15 0.25 POWER LOOP INTFC Di25 0 0 0 REVERSING RELAY D127 0 0 0 PHONE UNE SWITCH 0128 1 0.014 0.045 LOq''A"; ~ CLASS "A"MODULE Di29 n FACP NUM6BAOp (GREY) (RED) 7 -t. ~tmznt• ~ .t. +~ctmzrn• rs.re 12 YOLT L4 YOt_T POWER SUPPLY POtt'tR SUPPLY •R fTAN) (TAN) ~hn• t« 2 wua 2)2 _1_ l.G-10 ~o>< o '8 0 0 0 0 0 4 _t- - +m~ttmant= um 12uV OUTLETS fTt"P 3 PLCS ~~nnnrb, None , ) ~ whem6ma• Om25 ,rQ ut~2 Df a ~ia~~ ~ .lft i Cli ~V I Ge - r1~ S t.oap °c^ S~G ~ ~ W NUA~BROF - ORN B S 7 2. LOrt . . NTS ! I -t- +m~.ctmznt • t tnnn~. tstss F FACP ZONE 8 ~ ~ ~ EOLR LOOP A ZONE B EOLR LOOP 8 O NUMBH1t OF ZONE 8 EoLR LOOP C +m~omzr~. n ZONE 8 EOLR LOOP D f f- .t buotiannnn)• wsm ~ ZONE 8 a~ieRmuooe. omss ZtZVE 1 EOLR ~rai~., zss ZONE 2 EOLR NUMHpR OF • • -t- ZONE 3 •I • • • • • ~oLR ~gtmzni= um 1^ - -t. • • • • • ~ ~ EOLR Awcbp(1mz7~• NONE ~ ZONE 4 .~:t ~eriunm. omu Z N • EOLR 0 E5 m~ra2~ zoo ZONE 6 H H H H H H H I ~ , • Ul,~,re used _ _ ~ _w ~-C r rs ~ I n is r ~eVrceS FAAP . , 1 G W , i Dl' COK~. 17 16 15 14 f3 12 11 1L►, 6 7 . .L, ' ~ ~ ~ E1~J ~t frX15TiNG t r---, i= - - ExpAN51aN LDIN ! , ~ I 1 2~ . ~ ~ ~ ~ e Wheat Ridge Fire Protection District Plan ~ ~ ~ 2. ~ ~ s Rewew ~ Date: r Z - - - I BREkK.R OM ~ , Reviewed by David M. Roberts ~ ~ pCp ~ 1 Z 4 GUN ~ • 10 F Uniform Fire Code Certifiication #5321 ~ T 3 5 a R00 ~ " ~ 0~ ~ H ~ LC E ~ 2 Co)orado State Fire Su cession S stem a pP y a I Q I t PClMER R ~ Inspector Certlflcation #92-11 ~ ~ ~ ~ Al 3 Comments; Qt pIL ~otr tws`~~tt~y}~e~.,..~^ ~ - ~ i ~ i JEWELRY ~ TOI ETA t F2aE ALARM , , n ~ G~.tROL DANEL .XJ Ks a No+~ ~~e. • ~Ia~(•73z3 • a~w~ {N ~ s c ; IN ttiE ELECIRICA ' ' ~ ' ' ~ ~ t , ~OoM ON THE d c w. rs~ ~~i'CS, ❑ ~ I , ~ MEZZANINE r~~ta~ ~ roost ~.~..4 wf ~o fnatl tws att~ ~ Pc wit ►csT3, ' ' ~ i ~ ~ a , . n ~41~ ~c.a~~lrtis uA~,s'~.c 4a~ 8v+~s, ~ ~ , ~ ~ ~ s . r f ' ~ i , i ~ ot_Y.!~'l ~ ~ I I 1 ' - _ f ~ t I, , - I ~ t I ~ ~ I I ' ~ I I y.:~` I I I, ~ ► ~ - l- . I ~ ~ I~ ~ , f f I I OL ~ ~b E R 'I I , ~ ~ T I ~ . _ Loop ~ i I I FAAP , ~ I r; - ~ 3 • I ~ ~ sN YERtI51NG ~ - - _ C~ - ! tot t t FRpAF CKBAH ORYINO EIECiRICAI a L'~ f BOON I T ' i.~rt ~ n ~ Imp,. I vcw N UAE AREA1tAi f \ I 'OPTICAL SATES \ V n o TO ~cPANsIoN AtlIWI~ G T y a o SKBAA 1 PHOTO ALES OAAGE IOEO ( 7~ I-ATING ,NES E1E TAC ~i TRAIT TUDi° , WHEAT RIDGE, CO << JOB NUMBER: 02000151145-504 J DATE: MARCH 8,1994 DRAWN BY: WOC REVISIONS: SHEET FIRE PLAN A NUMBER: FAI OF 1 oli 7500 W EST 29th AVENU E DEPAR BUE DIN~ I SCOMMUNITY PECTION D V~SI NPMENT PERMIT N0. `i"~~I 234-5933 P.O. eoXa3e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VACID ONI.Y WHEN SiGNED BY THE CHIEF BUILDING tNSPECTOR ANC RECEIP7ED8ELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOBADDRESS E~~-'R- OWNER ~v&AAL-' MA12-'7_ CONTRACTOR CC-wrRP~ ~~2G PQor~rc~o(~ ADDRESS ADDRESS ~3~~ ~~cAOwn~ PHONE ZIPCODE CITY D~ ZIP CODE EQ z 1~ CONTRACT PRICE S ozyr~ PHONE LICENSE NO. DATE I Z I Z ~I CIA. 1. TYPE GrounO ❑ Woll❑ Proieclinp❑ OIMr 5 a D Foe1 2. MGTERIAL Tolel Squen Foof SIGNS 3. ILLUMINATION YOi❑ No❑ TY7e Eleef. Permif No. 4 SET BACK FROM PROPERTY LINE N _ 5_ E _ W 2one_ Approved,Zone Inspeeta (SDetify whiCh it }rOn1) ❑ ❑ ❑ ❑ DifaDDrmad 1. TYPE SolidE] More Thon BO% ODen❑ Lest Thon 80 % Open MATERIAL Heipht FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zom_ Appraed,Zons ImDsefa (SDSCify wnich is front) ❑ ❑ ❑ ❑ piaopproved I. 2' OTHER 3. DRAW SKETCH Oft SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVINu DISTANCES FROM PROPERTV LINES. (SETBAGKS OR PROJECTqNS INCIUDED) ~ SPECIFV NORTH STREET NAME SHOW OISTANCES FROM THE M41N BUILDING TPADJOINING HOUSES, STREETS, AND PRpPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAxIMUM OR AVENAfiE DISTGNCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PEflFORM THE INDICATEDWORK ONLV UPON VALIOATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE UCENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILLEGAL FLOOR BSM 15T 2ND 3R0 4TM N0. Fl1EL:CirWOMfawqlRoporN EletSolor N0. WATER ClASET FORCEO OIR - BTU TEMPORARY METEF WASH BOWL HpT WATER - BTU NEW SERVICE - AMPS BOTH TUB STEAM - BTU CHANGE $ERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATqN SYSTEM POWER SUB-CIFCUITS WATER HEATER Refri aronl Group UTILITY(RGNGE,DISPOSER,ETC) AUTO. WASHER ppunds CAorge FIXTURES DISH WGSNER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROIS FIDOR DRAIN EIEVATOR SIGNS URINAL TRQNSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I hemby acknowladQe thot thia aD0lico- tion u oonect ond understand that I connot tturt this prolect uniil this oppli- Oa110n 11 OpOfOVeO, t $h011 e0mply with the lows of fhe Stofe of Colorodo and to fhe Zoninp Ropulntians and Ouiltlina Cede ef IM Clty of Wl+eal RiEpe, Any vlolation ol rhe above torms rill eouse immediah nvoeotion of tnis permit lpylieaMs iiy~alw• PERMIT FEE I oz_loQ NOT VALIO UNLESS RECEIPTED USE TAX , 6U TOTAL FEE $ 0 CHIEF BUILOING INSPECTOR, City d Wheaf Ridqe CALL 2345933 24 MOURS IN ADVANCE Date Isw?d `7 L~ FOR INBPECTIONB ELO 237-6944 AVENUE P O Box 638 DEPARTMENT BUILD NGFINSPECTION DIVVSI NPMENT pERM1T N0. ~9~30 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION 7W0 SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST IICCAMPANY THIS APPLICATION BUSINESS NAME ADDRESS CAPY OF DEED AND IMPROVEMENT SURVEY REQUIRED rnvrvi rrcortrcir unt ~ SPECIFY NORTH STREET NAME (CIRCLE FRONT) N E S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MA%IMUM OR AVERAGE DISTANCE. OWNERS NAME LJAL ~Yh sQr ,7" CONTRACTOR (~OcUIII C~1 ~1(.t(,A~Ii LIC. NO. ADDRESS_y1Zv ~nC 21 PHONE0411 S2ZGs'00 arr Ct'c SP/nS C" ZIP CODE 8 "9U 1 LEGAL DESCRIPTION METES AND BOUNDS DESCRIPTION ATTACHED aooRess 366L Youa, CrFic"c..l S'J i0T N0. &ACK N0. LOT WIDTH SUBDIVISION INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW E%ISTING: Curb&Gutter_SlreetPovinq_Wofsr-Sewer_SfamDroinops- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING: YES-NO_ ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES_NO- OCCUPANCY EXTEjiIOR MATERIALS+` ; ALLS ROOF STORIES UNITS REMARKS: ~'l1-~ ~ ~1~ OWNER / CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE 57 5 I hereby certify thof the above setback distances shown on ihis permit opplication are accurate, and do not violo}e USE TAX opplicable ordinances rules or regulations of the Cify of Wheat Ridqe or covenanis eosemeMS or resfrictions of re- R 00 , , cord; thot oll meosuremenis shown, and alleqafions made are accurote; ihot I have read and ogree to abide by all TOTAL FEE a~ 9 39 ~ conditions printed on ihis application, and ihat I assume full responsibility for compliunce with the Wheof Ridpe NOT U E TED Building Code (U.B.C.) and all ofher applicable Wheat Ridge ordinances, for work under fhis permif. ~ ~ I ~ (OWNER)(CONTRACTOR) SIGNED DATE BUILDING DEPARTMENT USE ONLY SQ FT COST 80.SEMENT-ROUGH THE PROPERTY LOCATED AT BASEMENT-FINISHED IS PRESENTLY ZONED pGn- ~ GROUND FLOOR THE PROPOSED USE (,KIS) (_IS NOT) ALLOWED UNDER THE ZONING ORDINANCE. SECOND FLOOR COMMENTS: GARAGE OTHER OTHER BUILDING COST $ 61 JQ ) ELE PER MIT P M IT PLUMBING MECHANICA PE MIT C1T ~ S7a7E No C ~ 'Sy YR srare No. CI N~ PLANS REVIEWED (-OK) (-NOT OK) PLANS REVIEWED (_OK)(-NOT OK) PLANS REVIEWED_(-OK)(_NOTON) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERI IT / ~ ~ PERMIT ISSUED TO CAPRA LGy~~~' PERMIT ISSUED TO p~ x ltCAT(jJCx- ~ ~ ~ r~ fSl~ PERMIT ISSUED TO ~714/T PER REQUEST AS PER PLANS NO PER REOUEST AS PER PLANS N0. PER REQUEST AS PER PLANS N0. AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MYOFFICE AS APPROVED AND ON FILE IN MYOFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PER UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDIN IN PE OR ~ DATE CLE D BY DATE CLEARED 8Y DATE CLEARED EF LDING SP TO HIEF UILDIN IN PE OR CHIEF ILDING INSPECTOR I U' I2 I~ BY ~ BY gy ~ ~ DATE DATE DATE CONDI ONS (1) TNIS PERMIT W4S ISSUED IN PCCORD4NCE WITH THE PROVi510N5 SET FORTM IN YOUR APPLICATION AND IS SUBJELT TO THE LAWS OF iHE STATE OF COLORRDO AND TO TME 20NING REGULATIONS AND BUILOING CODE OF WMEAT RIDGE, Cq.ORADO OR ANY OTHER AFPLICABIE OFDINANCES OF THE GTV. (2) THIS PERMIT SHALL EXPIRE IF (A) THE WORK AUTHORIZED IS NOT COMMENCED WITHIN SIXTY (60) DAYS FROM ISSUE OATE OR (B) THE BUILDING AUTHOPRED IS SUSPENDED OR ABGNDONED FOF A PERIOD OF 120 DAYS. (3) IF THIS PERMIT E%VIRES, N NEW VEliMIT MAY BE ACOUIRED FOR A FEE OF ONE-HALF THE GMOUNT NORMALLY flE0l11RED, PItOVIDED NO GNANOES XAVE BEEN Ofl WILL BE MADE IN THE ORIGINAL VLPNS PND SPEGIFICATIONS AND ANY SUSGENSION ON ABRNDONMENT MAS NOT E%CEEDED ONE(1)YEAN. If CNANOES ARE MADE OR IF SUSPENSION OR PBANpONMENT E%CEEDS ONE (UYEAR, FULL FEES SHALL BE PAID FOR A NEW PERMIT. (4) NO WORN OF ANY MANNEN SHALL BE DONE THAT WILL OBSTRUCT THE NATURpI F OF WATEfl GAUSING A INA6E PROBLEM. (S) CONTRA 0 SMFLL NOTIFY THE BUILDING INSPECTpR TWENTY-FOUR (24) HOUFS ADVANCE FON PLL IN CTI S AND SMALL IiECEIVE WPITTEN PPPftWAI ON INS~CT ON CA}(D BEFORE PROCEENG WITM SUCCESSrvF GN45E5 OF THE J l' / f- PPROVED v~ r„i~ CHIEF BUILDING INSPECTOR FOR MAY R October 17, 1994 Paul Crabtree, PE ~ CLC, Inc. 8480 East Orchard Road Suite 2000 Englewood, Co 80111 RE: ;'Walmardrainage plan Dear Paul, . ' I received the latest revision of the drainage plan from Jerry Biehl late last week and have been reviewing it. The following are my comments: A: Alley behind Center comments: 1. Please provide a detail of the type 13 inlet showing dimensions, curb opening where applicable, casting numbers, etc. We have the same concern about the inlets proposed for use in the parking lot. 2. What is the capacity of the curb, both 8 inch and 6 inch. Will the inlets south of West 35th Avenue accept all the runoff or will there be some carryover that spills into West 35th Avenue or the inlets to the north of West 35th Avenue. 3. How much of the existing alley do you plan to remove, will the curb be cast as curb and gutter or placed upon the top of the concrete slab? What will be the degree of spread in the alley during the minor and major storms? 4. What will be the contribution to this system from the splitter in the irrigation ditch? Is there enough capacity in the proposed pipe for this additional input. 5. Show the correct connection at design point m to the City's proposed system. Also show the type 13 inlet in the cross pan and a stubout with elevations. Make sure there is adequate capacity in the type 13 to accommodate the onsite and street flows from the landscaped areas along West 38th Avenue to accommodate the 100 year event. The type 13 inlet in the cross pan will serve as an overflow for the alley system until the City's system is constructed. Construction of this feature will minimize disruption to the alley during construction of the 1 r ~ City's project. B: Parking lot comments 1. Please show design contours in front of the Walmart improvements so we can see where runoff is intended to go. 2. The three type 13 combination inlets located at the south end of Walmart appear to be area inlets because no curb head is shown. Is this so? 3. The total outfall from this system is 83 cfs. The total Q's shown at the several sets of inlets totals 106 cfs. 4. There is a high point about 40 feet east of the PCR for the east side of the bus entrance. Runoff flows from there to the existing entrance. Additional inlets will need to be sited here to accommodate existing drainage patterns or the north line of the lot regraded to convey runoff to the banks of inlets at the bus entrance. The inlets shown at the west side of the bus entrance are located near or at this high point. 5. The inlets shown on the east side of the bus entrance will only collect a minor part of the runoff that flows north to the north curb line. The inlet placement is at or near the high point of the curb line there, also. 6. Show construction of the terminating manhole and a stubout that extends into West 38th Avenue for this section of line. This will minimize disruption to the entrance during construction of the City's project. 7. According to the contour lines presented, the new entrance will serve as an egress point for drainage from the parking lot. This is not acceptable. 8. The curb head along the north line is about 4 inches higher than the pavement surface. This will considerably impact the capacity of the combination proposed unless the landscaping behind the curb head or the curb head is raised to provide the required inlet water depth. 9. I reviewed our information relating to the grading across the bus entrance. Creating a high point at least 6 inches above the existing pavement to provide adequate depth to contain the runoff will be very difficult to do and maintain a drivable entrance. We would like to see some detail work on this matter or another design alternative looked at. C: Conclusions: The results of the runoff calculations for the site are in general conformance with those we prepared prior to CLC's involvement in the drainage issue. 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 wEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5933 P.O. eoxs38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN SiGNEO BV TNE rHiEF BUiLDING INSPECTOR ANG RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOBADDRESS 3 "10 Vvu~w ~1E~.A OWNER i LKSC. CONTRACTOR VvjY~2~-~~~~~~at- G~iEn_G:I MMJPC'.LMktiii ADDFESS -7 OI S. W0.~-Tb1~1 aLYD., b EIJ'lT)N4'ti-L(c,~.. ADDRESS 3111i S U)1k1~5-1 f"~<l ` TE- ~E~~ PHONE SOl-Z~~-4000 ZIPCODE I~?L CITY DE1~I~J~fi ZIP CODE CONTRACT PRICE $ 5 1 , a~ . CI_Q-f-R. ri i iroucF un n DATE Q' 2-q4 ~II VIVC ❑ Woll❑ Proittlinp❑ O}h.r S or D Foa L TYPE Ground u T t l S on F"t 2. MATERIAL ❑ ❑ a q o ElW Pomit No SIGNS No TYCe 3. ILLUMINATION Y*f 4. SET BACN FROM PROPERTV IINE N_ (Specify whicn ie front ) ❑ S_ E ❑ _ W ❑ ❑ . . 2oro_ ADVrwM,ZOne Inspeclor DisapDrwed 1. TYPE Solid[3 Mors Tl+an 80% OpsnD MATERIAL . ? Len Thon 80% Opm HeipM FENCES , 3. SET BACK FROM PROPERTY LINE N_ ❑ S_ E ❑ _ W ❑ ❑ Zons_ ApprwW,Zorn Impeeta DiaaDDrowd (Specify wnich ie }ront) ~SE-RCa ( M.ANhCEt^'LE1~3T I S~~S'i~N ~ . OTHER 2 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIM1v DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INClUOED) N+ SPECIFY NORTH STREET N4ME SHOW OISTANCES FROM THE MAIN BUIIDING TPADJOINING HOUSES, STREETS, AND PROPERTY I.INES;ON IRREGULAR tATS,SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECWANICAL PERMIT THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE Bl11LDMG INSPECTION DIVISION. PFRMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE LICENSE NO ALUMINUM WIRE UNDERSIZE 8 ILLEGAL FLOOR 8SM IST 2ND 3RD 4TH N0. FLEUCRCIeOno GW a1 Rop"ElxSdai NO WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONOITIONINCa-BTU LIGHTING SINK OTMER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-GFCUITS WATER HEATER Retri erant GrouO UTIUTY(RANGE,DISPO5ER,ETC) AUTO. WASHER Pounds Clror e DISH WASHER AUTOMATIC SPRINNLER SYSTEM FIXTURES WIRING MOTORS 6 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTOFS OVER I HP TOTAL FIXTURES REMARKS Ewy~~ci~( MW&P.-C:4"lE07 I hereby ocknowledqe thol this ap0lica- fion is correcf ond undeisfond ihat I connot sicrt thie projtlcf until thie oppli- cotion is op0roved. I shall com0ly with the lowa of the S1afe of Colorado and to }hs Zoninq Requlafionn ond Buiidinp Code of the City oi Wneaf Ridqe. l+ny violotion of the above terme wiil couSe im d,1e revocLC ~,~~is per i ~ eoroeM.9io~om~• - / PERMIT FEE 1, J L-~ USE TAX c:~ TOTAL FEE $ 71 APPROVED 1 DISAPPROVED ~ CHIEF BUILDING SPECTOR,City of Wheat Ridqe Oate Issued ~Y' 2- c NOT VALID UNLE55 RECEIMED ~ csa V CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS oqy y= 5(9-; a INSPECTION TICKET JOB ADDRESS Co''J {R.~~~ .,~.e~ ~ ~✓W~~r ~r~ DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTflACTOR DATE INSP. REQ. TYPE OF INSR INSPECTION MADE ~ L `v o REMAR ~l' (f7~,. .~j l6 ~f L~ INSPECTION TICKET JOB 17, c 0-6 ADDRESS ~ ~j(/~ ~ DATE: ^ - ~2 BLDG. PERMI X 't~ ~~G PERMITN BLDG. CONTR. A SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION REMARKS W.R. FORM &19 9, ~ INSPECTION TICKET JOB , ADDRESS t_^ ~N DATE: - ~ BLDG. /61R, MITy PERMIT# ~ BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE ~ REMARKS INSPECTION TICKET JOB ADDRESS ~ C.c~e .u i DATE: ~l" TIS BLDG. PERMIT# PERMIT# T BLDG. CONTR. (-D-~fi SUBCONTRACTOR y j - DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE_ REMARKS ~ W.R.FORM &19 ~ 4? ~9 a o ~f INSPECTION TICKET ~ JOB ~ ( ~ (1-fl ADDRESS ' DATE: ( BLDG. PERMITN PERMITB BLDG. CONTR. SUBCONTRACTOfi DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS ~ INSPECTION TICKET Joe o--6 ADDRESS DATE: o -~-BLDG. P~MI N PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ• ~ 2 5-1 q TYPE OF INSP. --7C" - '/I ~ tl A INSPECTION MADE REMARKS W.R.FORM 619 / REFLaRTING AGENCY: Permn Number: W UNDERGROUND TANK REMOVAL CR 0l~ Buslness Neme: ~ Dale: Lf Business AtlOr ss: Buslness Telepho ~ Permit Holtler: ^ Co Person Con ed:~ ~ ~ ~ 4 L.a N~- La- Size of Tenks: (1) (2) (3) (1) (S) (6) Produtl Stored: wast6 e'~ I Serial Numbers `dy (7) &JUSZ7 0) (3) (4) cs~ tet SI8(] I Inspector's IMtlals ves No COMMENTS: 1e State egency has been notified % tb Datenotified: T'-;? -5Y .,Fi)c TD}T!}oEO~~+ ic Approved plans irom State Oil end Gas are etteched v P . ck-rc 4. oa 1, StBP 2 ~ 1~ Inspector's InlNels F~ ND ~ COMMENTS: Ves Nu 2a All electrical lines and connections have been disconnected. Inspector's Signature: Agency: Date: Time: NOIE: No work shall be underteken by contmctor untll ihis slep has Oaen completetl Step 3 luspectots Inbuals ves Nj COMMENTS: ~E~i~ 'UOT~kcO -8"3-t`~°✓"" 3a Received approved plans from SWte Oil & Gas 3b A D~saou~✓y . pproved plans are atlached p~~r~~y~ 3 P d ~ r~"~ klm-1 ~ r c ro uct has been drained irom pipes Into tenk O~u ' ~sY , 3d Piping has been cepped or removed ~~`^"y 3e Residues and liqulds heve been removed hom tank ~ d • ~µ~^h~ ~'~OU" "'°•`"~f t I 3f How was rinsate disposed of? iJA . IAve,;.cQlsi ' 3g Evecuate to the top on ihe tank T~kc4+ / 3h Fill pipel gauge pipe, vepor recovery touch connection, pumps and other tenk fixtures have been removed. ~ 3i Vent line Is still connected. St0p 4 Inspecbr's Inltir.ls COMMENTS: Yes No 4e Solid cerbon dioAde used to vent vapors 4b Other vapor removai system used (describe) . 4c Venting of tenk Is proper 4d Tank LEL reading Is 20 percent or lower ~ 4e All holes plugged with a minimum ot a 1/2" hnle 4f Vent line has been disconnected ✓ 4g Evacuate area around tank and remove tank 4h Tenk has been labeled after removal 41 Tenk will be transported to disposal site on the same day it was taken out ol ground. ✓ 4j Tank is propedy secured on truck with vent hole on top Step 5 Inspector's InMMels COMMEN7S: ves No Sa Is soil contamination presentafter tank removal? - If yes, describe: ~ Ato'L4 ten 56 Ii yes, notify Stete Health DepaAment: / - . . Person Notified: Date: Sc If yes, notNy State Oil & Gas: Person NotiOed: Date: 5d Name end addres of tank destination: Sr.,ei -keYT/.•_t'33'3r _ -k<ahlL/,~3!~•.as~-.-C4~ Se Were pictures taken7 If so, what egency took pictures7 wj+ f D D. 5f Were semples taken et site7 ✓ If so, whet agency took samples7 App I.IQ Sg Were split samples otlered7 / If so, person accepting semples: 5h Dxte/rime semples relinquished Step 6 LSP N Slfp TU ES: ~ ~ c, f' t":lf4 ~ ~ 41 Fire is nct Approving Signature - Date /County Approving SfgneWre Date Other Aaencies Present/Reoresenletive Other Aaencles PresenUReoresentetNe ' ~~cst,anat,✓c~~ A,QO~y~c~ _~ca:~~~~~.. , 2. 5. 3. 6. Step 7 Plnk copy ot ihis fortn gNen to: R i.111 t q A.7G ~ t . p neme . , ~ (Signeture of Above Person) f D t 8' ^ omi given: a e Time lorm dven: 88PD-13 VJhXe CopY - EnforcemaM Apenry Vellow Copy - Approprleta Flre d56lct Wnk Copy - Owner/Parmtt Hdder UMPT RIDGI [iRI PROT1111N DISMIC1 O C Gr. r!1'/ 3880 Upham Street Wheat Ridge, Colorado 80034 (303) 424-7323 8-5-94 Bruce Smith Colorado Department of Labor & Employment State Inspector of Oils SUBJECT: DISCOVERY OF ABANDONED UNDERGROUND WASTE OIL TANK LOCATED AT 3600 YOUNGFIELD, WALMART STORE, WHEAT RIDGE, CO. Dear Bruce, Per our conversation on 8-4-94, I am sending you this letter concerninq the discovery of an abandoned underground waste oil tank located at 3600 Youngfield, Wheat Ridge, Co., at the Walmart store. On 8-3-94, at approximately 16:00 hrs., I received a phone call from Jeff Flieshman, Applied Ecosystems Inc., stating that Colorado Structures Inc., contractor on site at 3600 Youngfield had uncovered an underground tank, contents undetermined at this time. He asked if I could respond to the site and make a determination as to content of the tank and whether or not this was a hazmat situation. It is my understanding that he also faxed the information concerning the discovery to your office on the same date. I responded to the scene and met with Richard Lang, Construction Superintendent, who advised me of the situation. He stated that they had been excavating the east wall line for the new foundation when the hoe hit the tank and stuck. He stated the operator moved the bucket away from the position at which time an effort was made to determine what had been hit. Excavation of the location revealed an underground tank. Richard stated that he thought the tank contained possible waste oil product. I observed the tank and made an air sampling of the tank by placing the head end of our "green stick meter" in one of the holes that had been created by the bucket hitting the tank. No reading was observed on the meter. The tank smelled like old motor oil. Contents of the tank was below the openings created by the bucket and sufficient in size to create the ability for a visual observance. After visually observing the contents, I placed my finger in the hole into the product and removed it from the tank. Visual observation, smell, and texture feel of the liquid indicated it to be old waste motor oil. Richard and I then went back to the construction trailer where he made several calls to companies that will recover the product. Tri-State Oil was selected to make the removal on 8-4-94 at approximately 09:00 A.M.. The tank was left in place and the area secured since it could not be removed at that time. On 8-4-94, Tri-State Oil arrived on scene and removed the contents of the tank. It was determined that there was approximately and inch of oil and the remaining contents was water. The tank was then excavated and removed from the ground. Applied Ecosystems Inc. representative Richard Finch and his associate was present during this procedure. Samples of the area around and under the tank were taken by them. The tank was labeled and removed from the site at approximately 15:20 hrs. and taken to Iron Metals Inc., 5555 Franklin St., Denver. If there are additional notification to be made, it will be done by Applied Ecosystems Inc. concerning this location. Our files do not indicate the presence of any underground tanks having been installed at this location. Information obtained off the tank is as follows: Size of tank, approximately 4 foot wide by 6 foot long indicating an approximate size of 550 gallon capacity. Underwriter lab tag # is G 186827. Tank identification welded plate indicated manufactured by Eaton Metal Products, Denver, Co., Year, 1971, for job # 7275. This removal was conducted under emergency conditions and verbal approvals were given in order to negate any further hazard to the site and individuals involved. Thank you for your cooperation in this matter. If I can be of further assistance, please contact me at 424-7323, Wheat Ridge Fire Protection District. Zful David Roberts Fire Marshal Wheat Ridge Fire Protection District cc: file Wheat Ridge City Bldg. Dept. Richard Lang, Colo. Structures Inc. DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500WEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. ~VII1t P~soX638 CITY OF WHEAT RIDGE,COLO. M93#18739 THIS PERMIT VALID ONWHE0 SIGNEV BY THE CHIEF BUILDING MSPECTOR 11ND RECEIPTED BELOW. TION F, OR~v11SCELLANEOUS PERM~T -2, G)FLIII OB~CDDRd SS ~Q l 11 - ~ &A 6 OWNER ,1 G ADDRESS J~7 t'ld (a . 5~--- :ONTRACTOR ~ 1DDRESS PHONE -4./~ a ZIP CODE 71TY i' f ZIP CODE O O~aS C LICENSE NO CONTRACT PRICE $ w DATE . PHONE TvPE Ground❑ Woil❑ Prolecfinp❑ Othsr. SaOFOCe 1 . RIAL Tolal SQuere Faaf A $IC N$ TE 2. M Permil No pa Eleet ❑ T ❑ N INATION Y i . . y ea a 1 ILLUM 4. SET BACK FROM PROPERTY LINE N- S_ E_ W Zons_ Apprwsd,ZOne Incpector (Spacify whith is f ronl ) ❑ ❑ ❑ ❑ DisopDrovad 1. TYPE Solid0 Mora Thon BO% ODen❑ Leu Thon 80% Open MATERIAL . Hoiyhf FENCES 3. SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zon prw one Inspeeta (Specify which ietront) ❑ ❑ ❑ ❑ DisopDrova 1 . 2 ~ OTHER 3 . ^ DRAW SKETCH OR SHOW BEl (SETBACKS OR PROJECTK 1 Iw r--- _ ~ ~~~yyy~~,..I~_,~,~1• ' J h7~ ~a ~a I~~V GN -n~,t ` `~T J THE FEN6E 51 OR iNauoep) ~&ICES FROM PROPERTY LINES. t44h+51. :5dl~~ } C ~ tN / ~ SPECIFY NORTH )s' wq"/t;l, cha,~h ~,n2 / L~ ij4P"' ~ STREET NAME~IZ.Ic/'^ - SHOW 0157ANCES FROM THE MAIN BUILDING T6ADJOINING MOUSES, STREETS,AND PROPERTV I.INES;ON IRREGULAR LOTS, SHONV LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPBE 180 DAYS FROM THE DATE OF ISSl1ANCE IF WORK IS NOT STARTED WITHIN TNAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUAA WIRE UNDER SIZE 8 ILLE6AL FLOOR BSM I ST 2ND 3RD 4TN N0. FUEL:CirclsQn Goi dl Propane E Solar pp WATER CLDSET FORCED AIR - BTU TEMPORARY METER WASH BOWI FpT WATER - BTU NEW SERVICE ° AMPS BATH TU8 STEAM - BTU CHANGE SERVICE-AMPS SHOWER Alii CONDITIONING-BN LIGHTING SINK OTHER HEATING CARBAGE DISP REfRIGERATION SYSTEM POWER SUB-GFCUITS UTILI7Y(RANGE,DISPOSER,ETC.) FI%TURES WATER HEATER AUTO.WAShiER DISH WASHER Refri eront Group Pounds CMr e AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS 9 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTMER MOTORS OVER I MP TOTAL-FI%TURES I hereby ocknowledpe that this applica- fion u torrecf and understand that I oonnot ttarf fAie proleci until this appil- cotion ia oDDroved. I snoll comply with tAe lowa of Ihe S1ote of Colorodo ond ro fhe ZOninQ ReQulationa ond Buildinp Code ofthe City of Wheat Ridqe. Any violotion of the above terme will couse immediofe revocation of lnis Oermit PERMIT FEE USE TAX TOTAL F A PRO DI D CHIEF BUILDING Dafe Issued_ ~ of fteat Ridqe NOT VALID UNIESS RELEIMED ~n Lrt 5~doy Ljlti- f6k l> CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS ,:o„fan y g:a.b,.,. 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IO 1N?N118Yd-I^ %08 uoVl uoW DEPARTMENT OF COMMUNITY DEVELOPMENT ~ 7500 wESr 29tn a,vENUE BUILDING INSPECTION DIVISION PERMIT N0. M92~118070 237-6944 Fx-~ . 255 P.O. eox 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALIIi :iD1LY WHEN S16NED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ,APPIdCATION FOR MISGELLANEOUS PERMIT ^T OB ADDftESS-.-~-~Q~ UY1 ` 5 - :ONTRACTOR_C?}'A S~qh~/~ W^~i"~4 kDDRE55 IWt~S 77~- ~O Sa~ (Q C OWNER p' 1 q - ADDRESS P~ 6oX j16 IJ/C~ntorUyl„IP ti~ 7.~7~~a PHONE S I ~7 - Go~ ZIP GODE CONTRACT PRICE $ o-ZO3O ZIP GODE GTY~..~_- p~--LE/ PHONE=L!.~LICENSE NO. SIGNS I. TN'PEGraund Ic~ Woll❑ Proiectinq❑ Ofhsr S or D Fod 2. MGTERIAL S~{~C T N'~~T1R L Tofal Squore F"t APf RO~c. Zn Fa Eloef, er d A9 Y ❑ N I)~ T . -f j5~ ~ o y aa 3. II.VJMIPIATI0 4. 5ET BACN FROM PROPERTY LME N_ S_ E_ W 2on , ona Insp~eta rwed ❑ ❑ ❑ Dina Z id pp (Specity which is fronf 1 ❑ 1, TYPE Solid0 Mon Thon BO% OpsnD Loss Than 80% OWn ? MATERIAL Heiphf FENCES 3 SET 9ACK FROM PROPERTY LINE N_ S_ E_ W Zme_ Apprwed,Zom InsDeeta OVSd ❑ ❑ Diaa OM (Specify which is front) ❑ ❑ f -_s OTHER 3. DRAW SKC"iCki Oi2 SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE, GNIh^v AISTANCES FROM PROPERTY LINES. (SETBAL'I:S OR PROJECTIONS INCLUDED) REAR PROPERTV LINE I ~3boo yov.ryf;e~ w ~ VV~ ~R-T z J ) Y F ~ W ~ 0 w / N TS~ N FRONT PROPERTY LINE ~ SPECIFV NORTH STREET N4ME ll~~` I SHOW DISTANCES FROM 7HE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR IATS, SNOW LEAST DISTAIJCE lb WROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. ~ APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPI.ICATI6N~I~Lu' BEWOME `YqRF PERMIT F(1 ~AVS FROM DATE OF ~SSUACE OF WORK Y IS UPON NOT STAR~TED WTH71 THAT TIiA,E INSPECTION DIVISION. €=LEC7F'ICF1L. PERMIT PLU MBING PER MIT MECHANICAL PERMIT STATE IIi:FNSE NO STATE ULENS E N0. ALUM . INUMWIREUNDERSIZEBILLEGAL FLOOR BSM IST 2N0 3RD 4TH N0. FLELC'.claOneGoiqlPropone ElxSolor WATER CIASET FORCED AIR - BTU METER WASH BOWL HOT WATER - BTU STEAM BTU AMPS BATH TUB AIR CONDITIONING-BTU VICE-AMPS SNOWER V SINK OTHER _ GARBAGE DISP REFRIGERATION SYSTEM -CIRCUIiS CUI WR HEATER Refri sront &oup ETC.) DISFOSER ANGET GE UTILI AUTO. . WASMER Pounds Char s , , . AUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER EIEVATOR FAOTt,'~n'S 8 CGNTROLS WIRING FLOOR DRAIN SIGNS URINAL TRk,NSf-URMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MO~ORS OVLR I HP TOTl+L FI%TURES ~ ' li PERMIT FEE S- ~ NOT VAUD UNlESS RECEIPTED 10,t~ y -7 7Q 7 ca i Aereby ockrowledgn that thia app fion is cmecet and unAerstand ihai I USE TAX oannot start this project until thia oPPli' cation is aDnroved. I shall camply witn TOTAL FEE 6 the laws oi She Sfata ot Colorado and to ns ond Buildinq l6 l R - '7-~5d a o apu the Zoninp Code of the City of Wheaf Ridqe. Any violation oi the above rerma will couse i mediato revocation of tnis Dermit DISAPPROVED ~t of ~eat Rid e CHIEF B~DIN , 9 CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE C_ FORINSPECTIONS Date Issued puc<n+. sinAOm,e a ~I ~ ~ J ~ ~i ~ 4 ~ z ; ~ ll ho ~ , 1 ' . ~ ~ a : -4~'"n'i , , p , f~s~l9'~~ , . W&M?LM4 • „ . t : .'*A~ ..'a1w+P.!~.7.... ,'~~9C1~. YS:~:!..,A4~+"~,.;~ , . Building Permit CITY OF VVfIEAT RIDGE 7500 West 29TH Avenue Wheatridgq CO 80033 3 3-235-2855 Comme Permit Number 18952 7/9/2005 ~ Inspection line 302-224-sM3 rcial Fire Sprinkler PROPERTY 3600 Youngfield St UIIIt: OWNER: W81TT12Tt - SUbW3Y Descriptlou Fire Sprinkler pemrit Permit Fee $54.37 $54.37 M2 Units: _ Oceupancy: Walls: Roof! Stodes: Sq Feet: 0 1 M1erebp Mlfy tWt Ihe Mbact dYpMU propoxd by tA4 permi[ spplle~tloo an aceurah, aed Eo nol vblah aPPtlMk ordinwm, rnld or re'ahtbw efth Clly of WoWRid~eorcevee~ntyenememorre~MCtlomofrecoN;N~tallmeuq~ enaihawo,rodJkNtlomwtlemmmnte;thatlWvertWmAaparoapWetiy all eonNHOO. pAOled an Ihb applkotba md tWt pwume fWl rtryonaW Wt~mmp6~vice with the WM1eat RIdL. BuildlvC Cod, (U.S.C.) mA aY olher appliubk work uoder thianermit . ~ . VfAest R1d{e or"aum. for./ 1 (6K'NEA)(tONTRACTOR) SiCNEDDATE 1 Th6pnmitwuWuedlna6eCd~ncewftANeprovWOmutfoMhNyourapptlutlonsndbcubjMtoNe6wi oftAeStpeofCebMoaWNtheluNaL RepWatlom uE Bulltlloe Cotle of Wheat Rideq Colondo or any ocher Rpplkabk orAlnaoan otthe City. i ThU pemi[ shA ary4e if(A) the work ml6orlutl b oot mmmenmd wiMin tlz[y (60) tlap Irom 4m<Oah or (H) M. buottlloe ~uWarlud Uouyoded or Wavdov<d fw . pMod o(1S0 days. ] If IE4 peemN ezp4a, . new permit mry be atequired for o fee of onaholf M. amount neroully rtqutred. PrvWded uo cMvHn hwe Oeev or Ms be vde la the srl{Ind plaw avE epecNotbm avE my suepuubn or W mdoomml hu mt eaceedM oee (1) ywc if cM1aogu art mWe ar if sepmMOV x amvdoomut utatl' aoe (1) yev, fWl fw shtll bs paid for a vew perm¢. 1 Iio wMk of my mmer shW Ee Qone tiut rvW ahsge tM1e namN ibw of water c.u. InL . dnlvqe probkm. 5 Cwtraclor ihW eotity Ne BuWini Insmclor Meoty-four (34) houn In ~d.e tor aII WpeNov avd eh.0 recelve wr#tteo ~pprenl ev hupctlov ord 6Nore 6 'ILeluo 4Yecyyyp~1 g~mdapailkotlom~WH meberonvtmsdwbeaperMtfor,aorm.pprovdo4mYW^Vtl^eefbe pro b ~io MNmn, uw, rvk or reeulatbe. Chkf BvWinE lepee[or SICd1ED DATE Saturday, luly 09, 2005 Page 1 of 1 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 ";4y's-► CiU+d 4Maat Rdy¢:`, Permit Number 18952 7/9/2005 [17n-spection Line 303-234-5933 Commercial Fire Sprinkler PROPERTY 3600 Youngfield St Unit: owNeu: Walmart - Subway Description Fire Sprinkler pernut Authorized By Building Approval Zoning Authorized On 6/30/2005 Approved By CR Authorized By Fire Department Approval Zoning Authorized On 6/29/2005 Approved By DS See comments Sa[urday, July 09, 2005 Page 1 of 1 COMMUNiTY DEVEIOPMENT DEPARTMENT Buiiding PertnA Numbec BUILDING INSPECTION UNE - 303-234-5933 Date: CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Propeny o,mer: 7;0v.x.,~ ur ~u et~-t PropertyAddress: ~['LO y0lcnl~~ielc~ Phone: Contractor License No.: Z~ - ci ~ Company: 'fV* "Y J_ Phoae: (-j " OWNER/GONTRACTON SIGNATURE OF UNOERS7ANDING AND AGitEEMEHT Buildino Devt ValuaUon Figuie: S I herebY cerUfY thal the setbade dislanoes ProDOSeC by ihis Dertnit aPWication are acwrate, and do not vidab aPdicable adinarkea, ruks a repulations of the Ciry of W "at Ridye a oovmanb. easemenb w reshicbms ot record: Qut al rteaswertents shown, and aHeyaCOna maAe ue aecurate: thal t have read arW agree b aDide by all cond;bons prinied on ttiis appliwtbn and that I aswme (ull responsi0i6ry fa comPUance vAth the Wheat RiApe BuiMirp CoOe (I.B.C) and aN dt+n appM1wble Wheat Ridpe Ordinances. for work under thls pertnil. Plans subject to fie10 inspection. IpWNERNGONTRACTORI. SIGNED (OWNERNCANTMCTOR):PRV(fE0 DATE lfss of Space (descriptan): Description of work: n Ptiz w k e sq.FC.,ea.a Value:$ I Permit Fee:$ Plan Review Fee:$ Use Ta4:$ Total:$ Eupiration Date: Expiration Date: Expiration Date: ooorrnal: Approval: APProval: (1) Thts pompt way asued n acopynce witli the prpviaipns sM bM n your appira0on anC is wbjeU b IM laws of Vu Sta4 of Cobr+CO aM b the Zai^G RepuAations vW BuiAkq Codea o1 Wheat RiOpe. CdorsAO or arry otl»r aDWkab4 ord"rcwnces ol Um Cily. (2) This Dermit anap e)qwe H(A) the worfe auVw¢e0 is nd commenostl wiC- sixg' (90) Oan fiom issue date a(8) the building wllwr¢ed'a susPalded a aban0onsd for s psriod of 780 days. (3) I( Uus Da*^n 674)MM. a new Darmit maY be sopube0 fa a fse ot ons-haH the artiount no^^a11Y repuired. Wm'i0etl ^o dna~ have been awill De mads n Ms orip'vW Dlant vW sDocR°bons a^d w^Y suaPe^aia^ or abarWmmsnt has not exoee0e0 one (1) 7ew. M Uwpss Avve been a N+usGwum or aDandormad excee" ons yw. fii9 feas shM bs Daid for a new Per^:L (a) No wak d anY mmmw s1ql M done tlW vA c~rqe 1M roaxal Ibw d waMr cauW+G a drainape OroClam. (5) Ca+4'scbr NM noUfY IM Buffifip knpocbw twentY-fo► (2I) Iwvs in advarce far al napections and ahaR receive writlen apppvy w ywpMion ord Wlae Wowstli^0 wNh auccesai.e Wwss d tlhs job. (s) Ths issuanog W s Ddm+M a ttn appwal d Arawinps aM spsdfica0onn shtl rat bs ow+atrued Lo bs a Ps^++A br, rar an aPppvy d. e^y vblytio^ d 1M Vra+aions of 1M buildn0 todes a arry dher adnance. bw, rub or rePia4o^- JW plan rwMw b wbjKt W Mld Yupectbm. . Chief Building Officiat . ElecVical License No: Plumbing License No: Mechanicai license No: Company. Company. Companyy. WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WNEAT RIDGE, COLORADO 80034-0507 303-403-5900 • FAX 3039400350 • WWW.WRFIRE.ORG Santa Fe Fire Protection June 29, 2005 Pete Polston 12322 West 64m Ave. Arvada, Colorado 80004 Re: 3600 Youngfield Street, tenant finish- Subway store. The following requirements are made under the 2003 Intemational Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. Testing shall be performed for the flow and alarm of the system prior to calling for final approvai. , 2. Smoke detecGon sha11 be supplied in the tenant fuush area with a submittal from the alann company. 3. All Fire Lanes shall remain cleaz at all times of conshvction. 4. , All means of egress shall remain cleaz of construction materials. 5. A fire extinguisher shall be within 10 feet of al] "HOT WORK" operations. 6. A required Fire Extinguisher shall be mounted within the tenant fuush with a minimum rating of 2A-40BC. 7. A rough in inspection shall be perFormed by the City of Wheat Ridge Building Official and the Wheat Ridge Fire Pmtection District. 8. Proper equipment shall be available for testing of the sprinkler and alarm. 9. Any changes to the approved plans shall be submitted to the Fire District for approval. Any questions contact me at the Fue District. Reviewed by~~ / ~ Douglas J. Saba Fire Marshal fl ~ ~rostatk7est swg.; ~ 0 par" id oates: id bates; e!"omer S,e~.:. r FEES Plan reviev~e., jouglas J. Saba Intemationai Fire uode-Fire Staie Ce/rtified Fire Suppression InsPectaf Date: '~l ,E: _ ' IV iC ~~r~-:= ~ . . - _ . . ; ~ ~ Dulldlilg PVrmlt Number CITY OF WHEAT RIDGE 7/13/2005 7500 Weffi 29TH Avenue . . Wheatridge, CO 80033 4 InSpeCfiOn Lin@ 303-235-2855 CtycaMbRaN^ee ` 303•234-5933 Commercial Sign PROPERTY 3600 Youngfield St Ulllt: owivEx: Subway - Walmart / Applewood Ctr (720) 296-3300 Description Single face illwivnated cabinet sign. FEES Fees Due Paid use rax $27.00 - - $z~:oo f ~ ~ ! Permit Fee $7025 $70.25 Total Fees $9725 $9725 CONTRACTORS Name _ License # Phone AAA 'iS gn Services 19466 000 279-5977 Units: . Occupancy: Walls: Roof: Stories: Sq Eeet: [ bereby renity Uat the utDae4 tlbtonttmpropoxd by tNe pennit applleatlon ne -ttvntq Rod do eot vbh[a vpptleWk oNNOncee, rdu ar reigWtleoe otthe Cky af Whe~t Rld`e or mveeuu, ev or ral af~erorA; tha[ ~0 me~mrtmeou Mown, onA Wkqatbne made maaunte; Wat Ilrve rcad aod yree ro Wlde by vll condMom p'InW o~ ~PP~ yY^sume fWl n~poovibNty for eomplienee with the Whe~t R1tlee BuildWg Code N.&C.) RnA oLLer tleable WheatRMao . wor HJn pe 6t. 1 ThY pernlMO WuM 1v aaroNaoa wiN the provbbnuet forth In your appilntlon aod 6sob)at to the uws of the State olColorada aod m the Talq Rqnlatlsne nd Bdltline Code of Whes f Rideq Cobndo or any oNer ipptleabk oMiwnm of the Ciry. S TTM permi[ slum expfrt If (A) We work outhorlue 4 not commeoeeE wiNin Wly (60) tlays from bwe tlah or (e) the Eoildiog sutYOrittd bmymAed or abandonad tor a perlod of /SO drys. 3 if thia pmmk eapira, a vew permit may Ee acqu4M for a fee of onrbJfNe mount normallv aqoGM, provitled no eWnt'+Save been w MY be maAe b tM orlyinal p6m avtl ryeaifieatlons md my mpeoeloo or abmdanmrne bos not uaeded ooe (1) year. IfaWneea vn wde or IbwpeWOn wabavLOOmeat estted. aoe (1) Year. foY fw 0.11 be Paid for o new PmrsouIt. 4 N. amk of svy n.Mr a1u0 be done that wW chmge the eamr.l Mw ofwtrcr eauaint a droivae probkm. S CmMCWr MsO notlfy the Bu tweoty-fom (3Q houn lo advao~e for dllmpaliom Rnd ~h.0 rece4ve writlrn apP~val as Io~pMloo nrJ Eefwe proceWln ml fNelob. 6 T • [ or t o N~xlvp+od .pe~IflcaUOm sWtl vot be cooetru<d m be a permlt t r, eor an approvd of, any vlohtloo ofthe aer ordlnmtt, hw, rvk or rceuh[ion. ChkfBi WpeNOr SIGNmDAIE Wednesday, luly 13, 2005 Page t of 1 .r.:n,...,. i ' «n D rs COMIpAMTY DEVELOPYENT DEFARTIAEIIT ` y BUIL.WNOCITY OF VYFiEAT RDCiE~ 75W WE6T2YlHAVENUE YMIIEAT WDOE. CO 80WS - (JOS-236.~L66) °R i nm sn A &dlding Pmmit Nanbsr. Dele: rroaerryowoa: Property Addras: ~ AO ~a k..~:.e (r 4+~~~•.. -,-7- Phone: 7jC C/` - 3 3 d7~ Conaactor Lioonse No.: Co°ipa°Y: ~n~ c. 1 -S-i 77 oMNEwcowirtAcMrt aKMnmE oF uNOEasruroras iwo mM c~w~~+rnwcron~:awwrEO'.~v~.,~;t K<.lka~l~ ~ DescripUon: fr-° Z Sq. Ft adWC ~Q BUILDING DEPAR ONING COWENTB: Approval: ba Zoning: ty-P Approvel: PUBLIC WORI45 COMNENTS: APProval: Occupancy: Walls: Eledrical Licanae No Company: Roof: Construction ValuaE anr~ PermitFa:$ s,ew ww Plan Review Fce:S awma lull I C d [Ice T Y:~ ~ . ) ~r Y - Total:$ 1C~1"..,. s;j°~ Stories: Plumbing license No: Company: l;iiilr R ii in r ,;i~ Residentlal Units: Mechanicel Licenee No: Company: Expiration Date: Expiration Date: Expiratian Date: Approval: Approval: Approval: mispumcw.cMueamacarwnce wnnmeauvmms.erormin yareMnxonanaissuoiectmmamwsamesinsa cowraao and ro me zodno Raswanais and eunaxre coaes mween wdoe, caondo a. a,y arar aPpwas awn.ncss m tne Cny. (z) mis pamn ensn e,pxe n(A) me wwk aunwazed is na con.nenoed WM .nxy (eo) am nom resue aea or (e) na waeiny autnofta w.usvenwee «ananawba rw e veriod a1ZO aayc (3) If this pemitt aqitres, s n6w penNt may he aoQUketl tor a/ae of one-hW Iha artqunlmimsYy requYetl, qovltlad rq chupea heve baen orvAll be rtiWe M Ma orf7Mal PWS and spetlNCatlons and anY aspenabn ar sWndo'vnent hae nalaxoeadad ane (1) Year. Ifdhenpes hBYe DOM or Rauapansion or abaiWOimeMawBSft aM (1) year, N4 bo4 shad be Peb fora nawDenNt (4) No work ot erry marnier sh/B be donB thet wIN chwJe iM naArN IbW GI VMar fAUaeq e GaMwpO prohbm. (5) CorNacior ehall notHy tlx BulMirp trapeclor Me`rty-loir (24) houe In edvanoa for aN Mwpectlons and ahaN rocalvs wMen appoval on Inapectlm ard before poceadrig wlth euoceeaNe phtees NMe ph. (s) rne isswnoa a epermit « are approvm a emwxVs and speananone enri na ta wncauea ro oe a Peima +or, nor an approval of, arty vidatlon M 1M pmvlMOre M the 6uiMlnp codse w arry otlw ordinarwe, law, ruk a reguktlon. Chief Building i ~ F f O "1.. \ ~ v l ~ ~ GD C \ a c ~ ~ FT 0 certifirafl~ ~om pktion And / Or iancc. City of Wheat Ridge 7500 W. 29"Avenue Wheat RidBe, Colorado 80033 THIS CERTIFICATE VERIFIES ZHAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED I.A.ND USE AND DEVELOPMENT LAWS OF THE CITY OF WHF.AT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT #18777 Date: Z/07/05 alMaEt - Owner: Owner Address: Property Address: Contractor: Ma'~ac lnteriors Inc ~ ,.T~___. ContrctctorAddress: l rsyla ls- c~~~~ ~.°rc1e, Auram, cn Rnn 73 Chief BuildinB Official: Zonine Administrator: Ii~~ ~ ~ ~ NSF +i~ i A hgto~ 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 cv°/nsoectfon Line (20) 2345933 will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address l" G lc 2~'c~l~L ~ Building Permit No. Owner L e r Contractor ~ Contractor Addre " / s, t, IF_ - SZk G,,~u Type Occupancy INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FWNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL (NSPECTOR INIIIALS COMMENTS: Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof ! French Drain Water'/Sewer Service Lines CONCREfE SLAB FLOOR Bectrical (Underground) o/ o Plumbing (Underground) Heating (Underground) - Electrical Service Rough Plumbing Air Test Gas Piping Rough Mechanical s Insulabion Drywall Screw FiNUs Eleca;cal , ,~i~-• Plumbing 07 . . c)-~ Mechanical ~ Frame / Interior Finish R.O.W & Drainage Fire Department , Parking 8 Landscaping "NOTE: ADDITIONAL /NSPECT/ONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM TNE WEATMER 9) 9- 411.-) -2 P1CL d x W N ~ ~ pro c M a d N W O y M o d=M. F a r, , Z y M ~ C ~ U 2 ~4 ~ O a ~ N O =a ~m w •7 ~ N > m M cr) W ~ o F- ~ Z ~ ~ ~ O U W V F- Z Z 0 H U W a N Z ~ r . , ~ ~ Tn E oz v •'N E Q 0) c a ~ ~ Q~ a~ E I~ C O U a~ a N C ~ 0 N ~ m ~ N a~ ~ ~ d .7 Q ~ c 0 ~ ~ ~ ~ v N ~ 0 ~ m e 0 u d N C ° V a E d N ~ i m t N c 0 ~ ~ U a ~ c ~ ~ F- C N ~ Z O ~ ~ W w 2 ro a~~N W O N M a Z N m C Cf U ~ ~ 0 OvN"o, W ~ 7 M ~ O W m `.N ❑ r ° F " Z D ~ ~ O U W U H O Z Z O ~ U W a N Z _ \e.._ ~q 'a~ c.~ y l~a V tA\ ~ . H £ «oz aE c a _ N N i ~ ~ Q a 0 n G a Q ~ E H c 0 U ~ n N C 0 C) Z m :co > m N C lo O Z ❑ O Z N N } -a ~ a~ ~ c 0 U N n N C ~ w M h ~ N C1 M m t O m N C ~ 0 ~ V a A F d ~ a > ~ t e 0 u t O u C d ~ . 0 U d n N C a, n N m 0 F- C x ~ Z O ~ ~ W NZI~ ~L > C ro ~Q ON U . ) " Q~d~ ww h „ M o 4) Cl) Z y M m C O! U I~ ~ ~LO 0 O~NLO W 7MN O 6 W mM.N F o Z ~ D ~ ~ O U ~ W Z U I° O Z ~ . Z 0 " ~ Q 6i W y o z' Z a~ y d c a k 21 a ~ Q m E ~ O ~ ° U ' 47 N Q ~ I C O ~ aD ~ (9 i `o U N a N C w m"M1.,"~'r"^T 9,.- , , ; a ~ .w. t 7,~. a u. . . . . ~ City of Wheat Ridge Commercial Fence PERMIT - 080091 PERMIT NO: 080091 ISSUED: 02/01/2008 JOHADIIRESS: 3600YOUNGFIELD ST EXPIRES: 07/30/2008 DESCRSPTION: 190 FEET6 FOOT FENCE AROUND STORAGE CONTAYNERS CONTACTS w** . . . . .('sC .254/646-2292 MARK TUCKER 08-0013 WESTERN EDGE CONSTRUCTION OLINER 479/204-1403 WALMART :PARCEL.INFO . . . ZONE GODE: UA ' USE: UA . . SUBDIVISION: UA . . BLOCK/LOT#: 0/ FEE StfMII9ARY ESTIMATED PROSECT VALUATION:, 2,280..00 . . . . FEEff . Permit. Fee 108.30 Plan Review Fee 94.06 . 2ota1 Valuation .oo Use Tax' . . 41.04 , . TOTfiL . . 243.40 . . . i hereby.certify triat theeetback diatances propbeed by thie permit applicaticn are accuxabe.,. and do not violate applicable oTd'anances,.rulea or regulations oE the City of Wheat RidgE or covenante, ea6'er,ienta or reetrictiona of record; that all meaeurement9 shown, and allegationamade are accuratey that I have._ISad andagzee to abide by all conditionspriated on thie applicationand that I asaume fullreaponeihility Eor compliaaCe yith the Wneat Ridge Building Code (I.H.C) and all other : applieable Wheat Aidge Ordiuances,for vrork undeY thie peYmit. Plans eubject to field inepection. . Sign6ture ofcontractor/owner date. . 1. Thie pezmit wae ieeued in accordanee with the provieione set foz[h in }rour apFlicetimi and is aubject to Che lawe of the State of.COlorado and to the 2oning Regulatione and Building Codes of Wheat Ridgt, Ca+.otado or any other applicable :.ordin6n6ee of theCity. 2. '.Thia pexmiC.ahall expire 180 daye from the ieeue date. Requee[a fyr an ezteneion iauet be received prior to expiration -date. M exteneion may be granted at the d'SSCretron of tke Huilding Official. . 3..If thie'pezmit e>[piiea, a newpeYmit may be.acqulzefl for a feeof one-halfthe amounY.nornWlly required, pzovided no changee have been or will be made in the orlginal plane andeHeci.f.ications and any euepenBion or atiandonment has not exceeded one (1) year. if changee have been or if euapeneionor abandonmer.t exceede.:oae.(1) year,`full Eeea shall tie paid for anew pezmit. . 4. 'NO work of any manner ehallbe done thaL will change trie naY.ural flow of war.er cauaing a drainage problem. 5/-`Contrectoa ehall notify the euilding Inepector twenty-four (14) hourein c$ivance for allinepectione and ehall zeceive ..written approval on Snepection card before proceeding witH succeaeive phaers of the job. . . . 6.'.The lseuance ofa permi[ or the approval of drawinge and epecificatione ehall not.be conetrued to Le a pGrmit fa._,. nor anappxoval of, any violation of the provisione of the bulldin9 codes or any other ordinance,lav, rule orregtilaY.ion. All plaa review ia eiilojec[ to field inepec~on~~ . ' Signaeure of Chief Huilding Official INSPA,CTION RSQV8ST.LTNB:.( REQULSTS MUST BE MADE BY 3 / 1/ ~ . I_..- 234-5933 BUILDING OFFICE: .(3033235-2855 ~ *7Y RUSINESS DAY FOR SNSPECTIOn~THE FOLLOWING BUSINESS. DAY. ~ ~ . ~ . ~ _ - . . . . ~ . . . . ~ . . ~ . . . . ~ ~ ~ . . ~ : wH£nr fn City of Wheat Ridge LoRa~ Commercial Demolitio PERMIT - 080073 PERMIT NO: 080073 ISSUED: 01/28/2008 JOB AL]DRE5S: 3600YOUNGFIELD ST EXPIRES: 07/26/2008 DESCRIPTION:DEMO OF BATHROOM AREAS CONTACTS GC 254/646-2292 MARK TUCKER 08-0013 WESTERN EDGE CONSTRUCTION OWNER . WALINART PARCEL INFO . ZONE CODE: UA USE: UA SUBDIVISION: 0699 BLOCK/LOT#: 0/ i FEE SLTh41ARY **ESTIMATED PROJECT VALUATION: .00 FEES Demolition Fee. 50.00 TOTAL 50.00 ' Conditions: FOR DEMO OF RESTROOM AREAS ONLY I hezeby cer[ify that the setback dietancee proposed by thie pezmit application are accurate, and do not violate applicable ordinancee, sulee or regulatione of the City of Wheat Ridge or covenanta, easemente or restrictione of record; that all measuremente ehown, and allegatione made are accurate; that I have read and a9ree to abide by all conditione pzinted on tnis ,application and that..I aeevme full reeponeibility for compliance with the Wheat Ridge Building Code (I.B.C).and all other applicable Wheat Rid9e Ordinancee, for work under thie permit. Plane euUject to field inepection. Signature of conGYactor/owner date 1. Thie pexmit wae iesue8 in accordance with the provieione eet forth in your application and ie eubject to the lawe oE Che State of Colorado and [o the Zoning Regulatione and Huilding Codee of wheat Ridge, Colorado or any other applicable ordinancee oE the City. 2. Thie permit ehall expire 180 aays from the ieaue date. Requesta for an exteneion muet be received prioz to expiratSOn date.An exteneion mey be granted at the diacretion of the Building Official. 3. If thiepermit expiree, a new pemit may tie acquired for a fee of one-half the amount noxmally required, provided no changee have Eeen or will be made in the original plane and epecificationa and any evepeneion or abandonment hae not exceededone (1) year. IP changee have been or if euepeneion or abandonment exceede one (1) year, full Eeee shall be paid Por a new'permit. 4. No work of anymaaner ehall be done that willchange the natural flow of water caueing a drainage problem.5. Contractor ehall notify the Huilding Inepector twenty-four (24) houra in advance £or all inepectione and ehall receive written approval oninepection card before pzoceeding with eucceesive phasee of the job. 6. The ieauance of.a permit or theroval of drawinga and apecificatione ehall not be conatrued to be a permit for, nor an approval of, any violatio of e provisione of the building codee or any other ordinance, law, rule oz regulation. All plan review ie eubjen ~f ld inepectione. Signatuxe oP aace IN3PECTION R8QII8ST LINSe (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. F- C G> x Z O C ~ W ~ > C o a`Oo ~O'+•~•LO QC v"' W Val c•--.i o y~` z W C O~ U 0 OvN~ W 7 M N W O m`.N O ~ ~ o ~ z D ~ ~ O U W U H Z Z 0 V W a Cl) Z c, ti n; T ~ F- £ o z' .r aE N d c a _ y N ~ ~ Q a O n 2 s d ~ Q ~ ~ \ a~ ~ H c O U aD a ~ ~ 0 a~ ~ N .m > N 0 C 0 O Z ❑ O Z N\ ~ ~ Q d C O U ~ a N C N 0~ 0 U N a Ch c "X i~ N m 0 x Z W o ~ V M a d N W yc~ ~ yl-° r a r~ « Z C O~ U Ot O'vNno W 7 M N O W ~ m`.N ~ M Z ~ ~ ~ 0 U W V O Z Z O ~ V W a (t) Z ~ G G~ H ~ c ~ o Z a£ c a ~ y N i 9 Q ~ 0 -11) ~ h a N a ~ cn a C 10 0 V, y h ~ a~ Ew ~ 1 O, O ~ d U N m (D 0- } C N C W a N a) y L C 0 > o u co U ~ O N v O C N Z L 0 U N d N C b; ~ ,r N ~ m ID r City of Wheat Ridge °o~oRa~ Commercial Remodel PERIVIIT - 071362 PEftMIT NO: 071362 . ISSUED: 12/19/2007 JOB ADDRESS: 3600 YOUNGFIELD ST . EXPIRES: DESCRIPTION: remodel reatrooms per attached . CONTACTS arch Ronald D. Reea . . gc 254/646.-2292 MARKTUCKER 08-0013 WESTERN EDGE CONSTRUCTION . sub 303/366-0168 JAMES E. DWYER . 02-1011 JAMES E. DWYER ELfiCTRIC sub 343/416-6000 . . 01-8701 ARS Rescue Rooter (Plumb) SLTB 303/732-0202 STEVE/CHERYL PAXTON 02-1141 CP MECEiANICAL . PARCEL INFO . . ZONE CODE: . iTA. USE: UA SUSDIVISION: 0699 'BLOCK/LOT#: 0/ . . FEE SUMMARY ESTIMATED PROJECT VALUATION: 211,000.00 FEES Permit Fee - 2,100.03 P1anReview Fee.. 1,365.02 . . Plan Review.Addtiona 244.00 Total Valuation .00 Use Tax . 3,798.00 **.TOTAL 7,507.05 Conditiona: , JS: Rougfr plumbing changee must be submitted if encountered. *Revisions approved onYl/20/07. . . , KC: 12/19/07: Plans approved as noted. Subject to field inspection. I hereby certify thitt,the eetback..,dietancea propoeed by thie permit applicationare accurate,and do not violate applicable . ordinancee, rules arreguiatione ofthe City o£ [aheat Ridge or covenanCe; eaeementa or reetrictione oP record; that all . measurementeehown,and allegatione made are accurate; that I have read and agree Co abide by all conflitioneprinted on thie application andthat I a9BUme full.reeponeibility for compliance with the Wheat Ridge Suilding Code (I.B.C) and all other applicable wheat Ridge Ordinancea, for work under thie permit. Plane aubject to field inapection. . Signature o£ Contractoi/mmer date . 1. Thie pezmit wae iseued in accordance with the provieione eet forth in your application and ia aubject to the lawe of Che State of Colorado and[o the 2on4ng Aegulationeand Building.COdea of Wheat Ridge, Colorado or any nther appllcable ordinances of the Clty. ' 2. Thie permit ehall expire"180 '.day6from the iseue date. Requeete for an exteneion muat be.received prior to expiration daCe.An exteneionmag pe graated at the diecretion of the Building Official. -3. If thie permit expitee7 anew permit may be acquired for a fee oE one-half the amount normally required, provided no changeahave been or W111 be made in the origSnal plana an6 epecificatione antl aay euapenaion oz abandonment has no[ exceeded one (1) year..If chalgee have been or if euepeneion or abandonment esceeda one -(1) year, full feea ehall be'paid for a new pezmit: a. xo work of any mannexehall be danethat will change the natural flow of water cauaing a dralnage problem. 5. Cont[actor shall no£ify the euilding Inepector twenty-four (24) haure Sn advance for all inepectione and ahall receive written approval oa.inapection card before proCeeding with eucceeaive phaees of the job. . 6. The isauance of a pexmit or theapp vaf drawinge and epecifications ahali not be conatrued to be a pexmit for, nor an approval of, any violation Ole t vieione of the buildin9 codee or any othez ordinance, law, rule or regulation. All plan review ia Bubj2ct Co fli pecCione. Signa[ure of Chief Building Official date . IN9P8CTION R8QII83T LZNB: -(303)234-5933 BUILDZNG OFFICE: (303)235-2855 REQUESTS MUST BEMADE HY 3PM ANY BUSINESS DAY FOR INSPECTION TFIE FOLLOWING BUSINESS DAY. asrERai. Maxaaartsrrr corirarn 1623 Blake 8treat Suite 300 Dsnver, CO 80202 (303) 592-9112 Fas (303) 595-9233 Qarald M. Biahl Anno M. Paarson JaIIIIifas L. Paarc• October 17, 1996 Mr. Glen Gidley Director of Planning & Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge; Coiorado 80034 RE: Drive Lane Status Applewood Village, 32nd & Youngfield Dear Glen: CIT`/ ,~rr q!;,", ~1 r i I i ~i i+ OCT 1 11996 ~ I U L~ pLANNING & DEVELOP_MENT It is our understanding that Wal-Mart is in the process of collecting bids in addition to the one we provided regarding the drive lane installation at Applewood. We are aware that the winter season is upon us and are very anxious to have this project completed. Wal-Mart is also aware of the deadline given and has thus far been cooperative. I will keep you informed regarding the status of this project. If you have any questions do not hesitate to call. Sincerely, GEJLEFAL MANAGEM OMPANY nnifer . Pearce GENERAL MANAGEMENT COMPANY 1623 Blake Street suite 300 Denver, CO 80202 ' V (303) 592-9112 Fax (303) 595-9233 Gerald M. Biehl Anne M. Pearson Jennifer L. Pearce February 20, 1997 Mr. Glen Gidley Director of Planning & Development City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80034 RE: Wal-Mart Drive Lane Applewood Village, 32nd & Youngfield Dear Glen: ( FEe2~ y~LL 1997 ` I spoke with Michael Kersting this afternoon and gave him Steve Wilson's phone number at Colorado Land Consultants. We suggested that CLC coordinate with you on the Drive Lane requirements so they will meet your specifications. You should be receiving plans for your approval shortly. If there is anything else you need from us please let us know. We will keep you posted. Sincerely, GENERAL MANAGE ENT 2nifer L. Pearce cc: Gerald M. Biehl Michael Kersting Steve Wilson 1 DitPARTMENT QF PLANNING AND DEVELOPMENT Building Permit Number : 2563 BUILDINCa fN3PECTION DIVIStQN - 235-2855 CtTY OF WHEAT RIDGE Date : 1/29196 75001AfEST 29TH AVENUE WHEkT l21DGE, CO 80215 Property Owner : Property Address : 32ND 8 YOUNGFIELD ? Phone : Contractor License No. : 18719 Company : Masonry Designs, Inc. Phone : 3787414 OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT Constructlon Value : $56,375. I hereby certI(y that tlre setback distencea ProPoB~ MI thia permit applieation aro eccurete, PBrt►11~ F@C : 0 aM do not vi~e appliabb orclinancea, rWea or ropulationa of tMe Cdy of WheN Ridge or covonaMS, easemeMS w rssMdions of record; that all measuremenls ahoam, and albpations US8 TaX : $0.00 mada. are aceura~; that I have rlad ami roo to abide all corMkfons pdr~ted on this appiication, erM Htat 1 assume NN resPOne ' for cort~p ~ence with the VNieat Ridps BuNding Code (U.B.C.) and aq otlrot appliabb Wheat ordmanees, (or work under this pertnR. Tot81 (OWNER)(CONTRACTOR) SIGNED DATE J ~ x.(1 DescHption : SOUND WALL - MASONRY ~j {t BUILDING DEPARTMENT USE ONLY Approval : Zoning : APprovai : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electricai License No : Plumbing License No : Mechanicai License No : Company : Company : Company : Expiration Date : Approvai : Expiration Date : Approval : Expiratlon Date : Approval : ~ a m (1) itile permit was 4ausd M aaadirws wqh ths povblau aat toM in yapurc appYaqon an0 b Me laxro of Ms Shb of Cdo~aOO end b tha Zoninp (4) Rep=eWg~ry~ CoQ~MWlaet~CdaaOO or anY WMr~aodippk(~)fts b ~deoe a(9) tlie Eui1~n0 ruUa'ixaA b wepsnUea a ~7hI"t ehelt:~kpNSp (A~IAs wak k rot mmmenced M wny (5) (8) (3) ror a fee a onsmhal( ths artawt nortneM' mlWred, MmwWed no dwipas hevs baen «wW 6e ma0s In the i apr yM~wrM,onment hBS not axteeOeC one (1) yaer. M thanpas e~e ~nUa d M stMpe~ebn a aWnOOnmmM b Ms nNUal lbw dwWer P~em• fax (24) houn In advwwa for afl ~W NWI roceNe vMCen ePDmval on hdpedbn aN befote repapailleauNWntbna ehell not be cauhued b be a pemdt for, nw an apprwal d, anY vblatlon of Ms PraNabns . Iding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-6933 24 HOURS PRIOR TO IN8PECTION 7500 WEST 29TH AVENUE, WHEAT RIDGE, COLORADO 80215-6713 TELEPHONE:303/235-2860 RIGHT OF ENTRY I, the undersigned (OWNER), hereby grant pennission for the PUBLIC WORKS DEPARTMENT OF THE CITY OF WHEAT RIDGE and/or their representatives (CITI) to enter upon my property at the following address... LOT NUMBER SEVEN OF 70 WEST BUSINESS CENTER For the purpose of... CONSTRUCTION OF A SOUND BARR[ER WALL AND REGRADING AND LANDSCAPING DISTURBED AREA The CITY agrees to repair any physical damage to real or personal property of the OWNER directty caused by the CITY in comection with its entry on the OWNER'S property for the purpose described above. The CITY shall not incur any further liability for its actions pursuant to this Right of Entry. Agreed to this jifday of 1995. Dwaine R. Richter, Property Owner (OWNER) lzk9l K"".-r' Robe Goebel, D'vactor of Public Works (CTTY) Approved as to form by City Attomey ] 0/94 T~E CARNA`~~~~~ CITY DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :~,Zy^ ry6 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3 Z'"d-t Ya; n;~ f; -I d Phone : Contractor license No. : Company: 4445:><,2Y Ozs,y.,s snc Phone: 3 7y 7y/y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setbaek distances proposed by this permit applieation are acwrate, antl do not violate applicabte ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or rcstrietions of record: that all measurements shown, and allega6ons matle are accurate: that I have reatl and agree to abide by all conditions pnntetl on this application, and that I assume tull responsibilRy for compliance with the Wheat Ridge Building Code (LLB.C.) antl all other appliwbla Wheat Ridge ordinancas, for work under this permrt. (OWNER)(CONTRACTOR) SIGNED DATE Description : Sound Ul4( ( !/cS.'S'ti (f1 Construction Value : Pertnit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY 9~ Approval : Zoning : Wjdirinz~~ Approval : Approval : Occupancy : Walls Roof : Stories : Residential Units : Electncal License No : Company: Expiration Date : Approval : _j Plans Requlred_-'' Plumbing License No Company : Expiration Date : Approval: A Plans Required j Mechanical License No : Company : Expiration Date : Approval: A : P41ns;it6'QUi (1) Thls permit was rssued m accorEance wLLh the provisions set lorth in yopur ap0intuilian antl is SuClect to Ihe laws of Ihe Slate af Colo20a anG to ihe Zaning RegNabons anG Builtling CoCe ot Vvheat Ridge. Coloraao or any oNer applifable ortlinances ol lhe Ciry. (2) This permrt snall e:pire d(A) IAe work authonzetl is not commenced wrthin si:ry (60) days hom issue Oate or (B) the butltling authonzeC is suspenCeG or abanaonea for a penod of 120 Eays. (7) If this pertM eapires. a new pertnit may be acquiretl for a tee ot one-nalf Me amount normairy repurte0, pmviAed no changes bave Geen or wtll De maEa m the ongmal Olans ana speGfiUtions antl any suspension or abantlonment has nol exceedM one (1) yeac If changes are matle or R suspension or a0antlonmenl ezceeGS one (7) year, full fees shall Ee paitl for a new permiL . (4) No work o/ any manner snall be tlone Ihat wtll change the namral Oow ot water wusing a Crainage pro0lem. (5) Contractor snan nanry tne BuilEing Inspectar twenry-lour (24) nours m advance ror an inspecuons ano snau recene wrinen avcrovai on mspecuon cam oebre oroceeanng wtlh suttessrve phases of t0e job. (61 The issuance of a permrt or the aOPraval ol tlrawings antl speciGCations snali noi be construeo to be a permR for. nor an aOCrovai ol. any violaoon of the Drovisons ol ihe OudGmg cotles or any otller ortlinance. law, rule or regulation. Chief 8uilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ROY E. WOOTEN AND ASSOCIATES Consulting Engineers 1834 S. Wright Street LAKEWOOD, COLORADO 80228 (303) 980•8603 mnoikr m-i sma ~n,n,. xrsi ivwneai ,.e.-a . irc ef~ w« 01471 ron(en ~xt 1011 vArt 1 ano-u9 6aeo josW)►eAT 2iDcE SoUi,sn l4ALL 96c7a 1 SHEETNO. ~ OF CQCUUTEO BV DnTE 2-8 -0)S CHECKEDBY DATE ROY E. WOOTEN AND ASSOCIATES Consulting Engineers 1834 S. Wright Street LAKEWOOD, COLORADO 80228 (303) 980•8603 ,oa_k1r-A I > ;easE ..Sar,lo l,~J.aet ~Gao 1 SMEEf NO. CALCUUTEDBY "id. DFTE - ~ CHECKEDBY DAiE Am& /*du • 0, /1-17 itJ zf .51 +z~a" J~Jqt~ ' ~ _ ~bz ~ =15,95'~ .n~a zi1 q. a= z, s a _~i• JJ 942, L" ~,o ,cGo Yt GGx~ ~ d>~7~+.~~ =~6•OgSZ- 0.~7s~xa•15~ /~1~,~„~ 6,463~S~z f z'-o +z,7z~ = a. i9 s 2' iu ~Ylk -0 4:5zK7'~3 ROY E. WOOTEN AND ASSOCIATES Consulting Englneers 1834 S. Wright Street LAKEWOOD, COLORADO 80228 (303) 980•8603 oooni rr ......,n. . o,.~.n, n~~~ . .n. r. n.n.. .ae 1/JytJ+-r P-1UCC Scu.X 'VJALl 1l4001 SHEET Np. _ -q CALCULATEDBV A2Cpi DATE-/~7 ~ 7S CHECKED BY- _ pNpLYSIS OF CONTINUOUS BERt15 WHEpT RIDGE SOUND BqRRIER dIpLL STRUCTURE DRTR nEt1BER5 FIXED SUPPORTS PIHNED SUPPORTS E CKSI7 3 0 4 3090.000 f1ECiEtER DESIGNRTIOIYS.LEfiGTHS.RMD t10hE1VT5 OF IIYERTIFl f1EMBER L iFT.I I CIIY.t4] 1 15.000 328.008 2 75.667 32$.808 3 15.000 328.009 JOINT RESTRRIHTS JOIPiT TYFE RESTRRItiT 1 PIMNED 2 PINtiED 3 PINNED PINNED ****LOADING CONDITIUn MU. 1 LRTERRL WIND LORDS *UNIFORfl* *COHCENTRRTED* HEFIBER W CK/FT7 P CKIP57 XL CFEETI 1 -0.300 2 -0.3@0 3 -0.300 JOINT DISPLRCEflENTS RND SUPPORT RERCTIONS JOIIYT VERT.DISPL. ROTHTIOIY VERT.REHC. IYUt1EHT REpC. CINCHES) CRRDIRnS] CKIPS] CFT-K] 1 0.000E+80 -3.681E-83 1.781 0.088 2 0.009E+88 1.028E-63 5.869 0.808 3 0.080E+08 -1.028E-83 5.869 0.080 4 0.000E+00 3.681E-83 1.781 0.089 t1El'16ER EHD SHERRS RMD I'1DflENTS HEtIBER LEFT UCKIPS] LEFT HCFT-K] RIGHT VCKIPS] 1 1.781 -0.088 -2.719 2 2.350 -7.033 -2.350 3 2.719 -7.033 -1.781 RESULTS flEtIBER 1 1 1 1 1 1 1 1 1 1 1 RT TEHTH XL CFEET7 0.900 9.500 3.000 4.500 6.000 7.500 9.000 10.500 12.000 13.500 1S.@00 POINTS MOflEHT CFT-Kl -@.888 2.334 3.493 4.978 5.287 4.921 3.$88 2.165 -0.226 -3.292 -7.033 SHERRCKIP57 1.781 1.331 0.881 0.431 -0.819 -0.469 -0.919 -1.369 -1.819 -2.269 -2.719 2 0.000 -7.033 2.350 ,9Gcb 1 VtJAl AL. ~ RIGHT tICFT-Kl -7.033 -7.033 -0.090 VERT.DISPL.CIN) 8.088E+98 -6.317E-82 -1.173E-81 -1.559E-81 -1.751E-01 -1.736E-81 -1.529E-81 -1.170E-01 -7.287E-82 -2.982E-82 0.000E+89 0.000E+89 2 6.267 1.803 0.478 -2.979E-02 2 7.833 2.171 0.800 -3.434E-02 2 9.406 1.803 -0.478 -2.979E-02 2 10.967 0.699 -0.940 -1.774E-92 2 12.533 -1.142 -1.410 -2.936E-03 2 14.108 -3.719 -1.888 6.680E-03 2 15.667 -7.833 -2.350 -9.850E-13 3 0.800 -7.833 2.719 0.080E+88 3 1.580 -3.292 2.269 -2.982E-@2 3 3.008 -0.226 1.819 -7.287E-@2 3 4.500 2.165 1.369 -1.170E-81 3 6.888 3.888 0.919 -1.529E-81 3 7.598 4.921 0.469 -1.736E-01 3 9.006 5.287 0.019 -1.751E-81 3 10.598 4.978 -0.431 -1.559E-81 3 12.080 3.993 -0.881 -1.173E-81 3 13.5@@ 2.334 -1.331 -6.317E-82 3 15.888 0.008 -1.781 0.888E+08 RESULTS RT OTHER POIHTS nEnBER XLCFEETI MU„EMTCFT-Kl SHEHRCKIPSI VERT.DISPI.CIn] 1 14.228 -5.883 -2.485 -1.381E-02 2 0.781 -5.289 2.116 6.186E-03 2 14.886 -5.298 -2.116 6.185E-83 3 0.781 -5.801 2.485 -1.303E-93 1 5.908 5.287 0.911 -1.745E-91 1 5.800 . 5.285 0.041 -1.737E-81 3 9.100 5.287 -0.011 -1.745E-81 3 9.850 5.287 0.004 -1.748E-81 ANRLYSIS OF COHTIHUOUS BER115 WHERT RIDGE SOUND BpRRIER 41pLL, PIERS STRUCTURE DRTR MEtiBERS FIXED SUPPORTS PIHNED SUPPORTS E CKSII 1 1 0 3888.988 MEMBER DESIGtiATIOHS,LENGTHS,RMD MOt1EMT5 OF INERTIp MEMBER L (FT.) I CIN.t4l 1 10.008 4286.880 JdINT RESTRRINTS JOINT TYPE RESTRRIHT 1 FIXED ****LORDIIYG COIYDITIOIY ND. 'I LRTERRL WIHD LORDS . *UIYIFORN* *COMCENTRpTED* MEMBER W CK/FT] P CK I PS] XL CFEET] 1 -0.507 JOINT DISPLFICEMENTS HHD SUPPORT RENCTIONS 96001 IluAl do, Z JOItiT VERT.DISPL. ROTpTIOM VERT.RERC. 110NENT RERC. CII4CHE5] CRHDIRNS7 CKIPSI (FT-K) 'I 0.000E+88 8.888E+88 5.870 25.356 2 -8.517E-02 -9.463E-84 0.880 8.088 MEMBER EHD SHERRS RND t1DI1EHT5 MEMBER LEFT VCKIPSI LEFT NCFT-K] RIGHT VCKI PS] RIGHT 17CFT-Kl 1 5.070 -25.350 -8.000 0.088 RESULTS MEMBER 1 1 1 1 1 1 1 1 i i 1 RT TEMTH XLiFEETI 0.808 1.009 2.008 3.908 4.800 5.800 6.008 7.800 8.008 9.000 10.808 POIHTS I10tIENT CFT-K7 -25.358 -20.533 -'16.224 -72.421 -9. 126 -6.337 -4.856 -2.281 -'1. 814 -8.253 8.880 SHERRCKIPSI VERT.DISPL.(INI 5.878 8.880E+88 4.563 -1.593E-83 4.856 -5.951E-83 3.549 -1.249E-82 3.842 -2.871E-02 2.535 -3.816E-82 2.828 -4.847E-82 1.521 -5.133E-82 1.814 -6.258E-02 0.507 -7.3$2E-82 -8.888~ -8.517E-82 M- 0 K-FT MFX_ OEFL.=-.086 =N. FaT X= 40 FT MuriL-Ni -ritmrjtK I DEFLECTI❑N-MEMBER 1 WHEpT RIDGE SOUHD BFlRRIER YpLL ?/44= I AeJ#1 dO. 3 -------------------pXIRL LOAD RHpLY5I5------------------- ****************#******rs***r*ss*****ssss*s*ssssssss*s*** RLLOWRBLE END BEpRIHG PRESSURE = 4 KSF DIAMETER OF PIER = 18 IN COnPRE55IVE STRENGTH OF PIER COnCRETE = 3.5 KSI RLLOWFlBIE SIDE SHEpRInG 5TRE55 =.04 KSF LEHGTH EFFECTIVE IH SIDE SHEpR = 4 FT ALLOWRBLE RXIRL LORD--END BERRING = 7.06 KIPS GLLOWRBLE NXIFlL LOpD--SIDE SHERR = 1.9 . KIPS ALLOWpBLE RXIAL LORD--COnBINED = 8.97 KIPS ALLOWpBLE RXIAL CONCRETE BERRIHG LOAD = 529.93 KIPS ***s*******s*s*****s*sss**s*sss**sss**sss*ssssssssss#sss*ss*s*sa*sss*# **************s*s**s*ssa*sssa*ssssssss*s*s*sssssa*ss*s*ss ------------------LRTERpL LOAD pHRLYSIS------------------ ***********ss*s*ss********s*s*ss*assss*ssss*sss****sss*** *****s*sRECO„MENDED SOIL PROPERTIES FOR DESIGN********* *****CUHESIVE SOIL CCLRYI***** --UNDRRINED SHERR STRENGTH-- --HORIZONTRL SUBGRRDE RERCTIOH=- SOFT 375 PSF 50FT 16.7 TSF nEDIUn STIFF 758 PSF nEDIUn STIFF 33.3 TSF STIFF 1588 PSF STIFF 66.7 TSF HEDIUH HRRD 3008 PSF MEDIUM HRRD 133.3 TSF HRRD 5608 PSF HpRD 266.6 TSF REF •1 REF #1 s***sCOHESIOnLE55 SOIL CSRHDI*s*** ----UNIT WEIGHT OF SUIL---- ---RnGIE OF INTERNpL FRICTION--- VERY LODSE LOOSE nEOiun DENSE VERY DENSE REF #2 78-188 90-115 118=i3S 1 10-'I 48 138-158 PCF VERY LOOSE 38 DEG PCF LOOSE 35 DEG PCF PCF --HORI20NTp~ SUBGRFIDE RE4ICTIDH-- RBOVE GROUND WATER DEIYSE 45 DEG VERY DENSE 50 DEG REF i1 BELOW GROl11YD WATER /16 `/z4- F/~p~c,rr~ eScJL~ ~ ~'re W LOOSE MEDIUII DENSE VERY DENSE 21 TCF 74 TCF 92 TCF REF !1 14 TCF 34 Il;t a'avLS 44 TCF 55 TCF REF #9--DESIGti OF LRTERRLLY LOpDED PILES BY F.H.CHEIY REF #2--FOUNDRTION RHpLY5I5 RHD DESIGH BY J.E.BDYLES. PG.125 ********s*****s*****ss***ss*s*s**~r**ss**s**ss***sss:**s***s*s***r*** FREE HERD PIER--COHESIONLESS SOIL ***ss**s**ss*sa*ssssass*sss+~~s**ss COEFFICIEMT OF HORIZOnTpL SUBGRRDE REpCTIOH, UHIT YEIGHT OF SOIL, GRn11H RNGLE OF IHTERHRL FRICTION, PHI UIRtIETER OF PIER, D LEtiGTH OF PIER, L C011PRESSIVE STRENGTH OF PIER CONCRETE, F'c HEIGHT RBOVE GROUIVD RT WHICH LORD IS pPPLIED, THE PIER IS REINFORCED-ULTIHRTE 17UHEMT, 11u NH = 50 = 128 = 39 _ 18 = 5 = 3.5 H = 7.16 = 70 TCF PCF DEG I ti Fr KSI FT FT-K ***PIER IS COHSIDERED INTERt1EDIFITE CRNRLYSIS RSSUt1E5 ELpSTIC] RIGID CFISE : PIER LEMGTH LESS THNN 8.26 FT IIYTERtIEDIHTE C415E : PIER LEIIGTH BET WEEN 8.26 RND 16. 53 FT ELRSTIC CHSE = PIER LENGTH GREFITER THRH 16.53 FT ~ 7 KIPSI/ 7 G W FlLLOYRBLE ULTIMATE LRTERRL LORD OH PIER CPIER FAILUREI= , Hf1XIMUh t1011ENT IN PIER-ULTItIpTE = 70 FT-K DEPTH BELOW GROUHD TO tIRXI11Ut1 1'101'1EHT = 2.72 FT t7RXIflU11 SHERR IN PIER-ULTIt1RTE = 7 KIPS MpXInUtt SHEHR OCCURS FIT GROUND LEVEL ULTIMATE 110t1EHT CRPRCITY OF PIER ULTIMATE SHE41R CpPNCITY OF PIER = 70 KIPS = 38.1 KIPS ULTIMATE FIOf1EHT5 RND ULTIMATE SHERRS pT POINTS pLOHG PIER DEPTH BELOY GROUIYD MOf1ENT SHERR CFTI CFT-K] CKIPS) .27 52.86 6.92 .54 53.93 6.71 .81 55.72 6.36 1.09 57.39 5.87 9.36 58.9 5.23 1.63 60.23 4.45 1,9 61.32 3.54 2.18 62.15 2.48 2.45 62.66 1.28 2.72 70 0 sss***ss**s**s*s*sa*sas*s*s**ss*s***ss*ss****s#s***ss**ssss~ts*ss***s FREE HEpD PIER--COHESIONLESS SOIL +s***s*s**ss*s*s*s*s***ssss*ssssss CQEFFICIEI'IT OF HORI20NTRL SUBGRNDE RERCTION, NH = 50 TCF DIRMETER OF PIER, D = 1'e' IPi LEhGTH OF PIER, L = 10 FT COt1PRESSIVE STRENGTH OF PIER CONCRETE, F'c = 3.5 KSI HEIGHT pBOVE GROUND RT WHICH LOfID IS pPPLIED. H = 7.16 FT THE PIER IS REIfiFORCED-ULTIIIRTE t10t1EtiT, 11u = 68.75 FT-K ***PIER IS CONSIDERED IfiTERtiEDIpTE CRHRLYSIS p55U11E5 ELHSTICI RIGID CRSE = PIER LEtiGTH LESS THf1H 8.26 FT INTERMEDIRTE CpSE = PIER LEIYGTH BETWEEH 8.26 pND 16.53 FT ELASTIC CRSE = PIER LEHGTH GRERTER THpfi 16.53 FT RLLOWABLE ULTItIRTE LFITERpL LORD OIY PIER CPIER FHILURE7= 7 KIPS t1fiXItlUfl HOI1EtiT IN PIER-ULTItIRTE = 68.75 FT-K DEPTH BELOW GROUtiD TU tlpXIflUtI I10ttENT = 2.72 FT tlfiXItlUfl SHEAR IH PIER-ULTIt1RTE = 7 KIPS IIFIXItiUt1 SHEAR OCCURS HT GROUHD LEVEL ULTIIIATE M017EtiT CRPNCITY OF PIER = 68.75 KIPS ULTItIATE SHEAR CpPpCITY OF PIER = 30.1 KIPS ULTItIFITE t10tIElYTS RtiD UITItIRTE SHEpRS RT POIHTS RLOHG PIER = DEPTH BELOW GROUnD MOttENT SHEAR tFT] CFT-K] CKIP57 ,27 52.06 6.92 .54 53.93 6.71 ,81 55.72 6.36 1.09 57.39 5.87 1.36 5$.9 5.23 1.63 60.23 4.45 1.9 61.32 3.54 2.18 62.15 2.48 2.45 62.66 1-2$ 2.72 68.75 0 ****:r*s*****a*********s**ss***s***~s*s****ssss****s*******ss*******s* FREE HEF1D PIER--COHESIOtiLE55 SOIL ********ssss********ass*s***ss*s* COEFFICIENT OF HORI20tiTRL SUBGRRDE REHCTIOti, MH = 50 TCF UIYIT WEIGHT OF SOIL, GRtltlp = 120 PCF aMGLE OF INTERHNL FRICTIOH, PHI = 38.99 DEG DIRMETER OF PIER, D - g833 FT LENGTH OF PIER, L Cdt1PRESSIVE STREIVGTH 4F PIER COtiCRETE, F'c = 3.5 KSI HEIGHT RBOUE GROUMD RT WHICH LOAD IS RPPLIED, H = 7.16 FT THE PIER I5 REINFORCED-ULTIIiRTE 1'tOMENT. 11u = 68.75 FT-fC ***PIER IS COMSIDERED INTERt1EDIHTE CRnRLY5I5 RSSU11E5 ELRSTICI RIGID CRSE = PIER LEHGTH LESS THF1H 8.26 FT INTERMEDIRTE CRSE = PIER LEHGTH BETWEEH 8.26 41HD 16.53 FT ELRSTIC CRSE = PIER LEMGTH GREHTER THRN 16.53 FT RLLOWRBIE ULTII'7RTE LfITERAL LOND 01`I PIER CPIER FpILUREI= 7 ~ CIRXIMUII 110t1EtiT IN PIER-ULTIt1pTE = 68.75 DEPTH BELOW GROUIYD TO tIR7{It1Uti t1011EHT = 2 -72 HRXIt1U11 SHEAR IN PIER-ULTIt1RTE = 7 t7RXIt1Ut1 SHEAR OCCURS pT GROUND LEVEL KIPS T Gf~Io3' FT-K FT KIPS ULTItIATE MOnEMT CpPRCITY OF PIER = 68.75 KIPS ULTIh1ATE SHEAR CRPFCITY OF PIER = 30.1 KIPS ULTIMATE MOhEnTS AHD ULTIMNTE SHERRS GT POIHTS ALOnG PIER DEPTH BELOW GROUHD MOnEnT SHERR CFTI CFT-Kl CKIPS] ,27 52.06 6.12 .54 53.93 6.71 .81 55.72 6.36 1.09 57.39 5.87 1.36 58.9 5.23 1.63 60.23 4.45 1.9 61.32 3.54 2.18 62.15 2.48 2.45 62.66 1.28 2.72 6$.75 0 > > ahE WITHDUT FILL ) NO ~L.QA'1 FYLL ~ /1(0/LYII F..t /~.Q So/LS 121+P4o.sf *******a***~s**ssss*sss****ss**ssas***ssss*rs:ss*:*.as*:s. ------------------LRTERRL LORD HHpLY5I5------------------ **********s*ssss*ss*s**s****ss**ss***ssss***s*s**s*s****s FREE HERD PIER--COHESIOnLE55 SOIL ******s******s*ss*s*******s***s** COEFFICIEHT OF HORIZOIYTRL SUBGRpDE RERCTIOH. IYH = 50 TCF UNIT WEIGHT OF SOIL, GptIFIR = 120 PCF pNGLE OF INTERnRL FRICTION, PHI = 39 DEG DIAhIETER OF PIER. D = 98 IM LENGTH OF PIER, L = 9 FT COflPRESSIVE STRENGTH OF PIER COHCRETE. F'c = 3.5 KSI HEIGHT RBOVE GROUND RT WHICH LORD IS FIPPLIED. H = 5.16 FT THE PIER IS REIhIFORCED-ULTItIRTE t10HEHT, Hu = 68.75 FT-K ***PIER IS CONSIDERED IIYTERt1EDIFTE CGHRLYSIS RSSU11E5 ELASTICI RIGID CRSE : PIER LENGTH LESS THRM 8.26 FT II'ITERtIEDIpTE CRSE : PIER LEHGTH.BETYEEN 8.26 RND 16.53 FT ELRSTIC CRSE = PIER LEnGTH GRERTER THpH 16.53 FT pLL4WfIBLE ULTIHRTE LFITERIaL LORD OH PIER CPIER FRILURE7= 9 V KIPS -.;r 6,44~: t1fIXIMUt1 I'tOt1EHT IH PIER-ULTItIRTE = 6$.75 FT-IC DEPTH BEL4W GROUND TO tIpXIlfUl1 N011EHT = 3.09 FT HpXItIUt1 SHERR IN PIER-ULTItIRTE = 9 h'IPS 9tU nRXIt1Ufl SHERR OCCURS RT GROUND LEVEL ULTItIRTE t10t1E1'IT CRPpCITY OF PIER = 68.75 KIPS ULTItIRTE SHERR CFlPRCITY OF PIER = 30.1 KIPS ULTIt1RTE MOt7EHT5 RtiD ULTItIRTE SHEARS RT POIt1T5 ALOHG PIER DEPTH BELOW GR4UnD M4ME1'IT SHERR CFT7 CFT-Kl CKIP57 .3 49.27 8.9 .61 51.99 8.63 .92 54.59 8.18 1.23 57.03 7.54 9.54 59.24 6.73 1.85 51.17 5.73 2.78 64.72 1.64 3.09 68.75 0 »*********sss***********s**s**s**s**ss************ssss**s*s*:*sss*ss FREE HEAD PIER--COHESIOHLE55 SOIL *****s**s*****s*s**ss*s*sss**ss** CDEFFICIENT OF HORI20HTRL SUBGRRDE REpCTIOM, UHIT WEIGHT OF SOIL, GRnnR RnGLE OF IHTERnRL FRICTIOH, PHI DIRnETER OF PIER, D LENGTN OF PIER. L COtIPRESSIVE STREHGTH OF PIER COIYCRETE, F'c HEIGHT F160VE GROUnD RT WHICH LORD IS RPPLIED, THE PIER IS REINFORCED-ULTIIIRTE fl011EHT, 11u MH = 50 = 120 = 38.99 = 18 = 8.33 = 3.5 H = 5.16 = 68.75 TCF PCF DEG in FT S)-4' KSI FT FT-K ***PIER IS COIYSIDERED ItiTERMEDIRTE CpHRlY5I5 p55UtIE5 ELRSTIC] RIGID CpSE = PIER LEHGTH LE55 THFln 8.26 FT IHTERIIEDIRTE CFISE = PIER LEtiGTH BETWEEH 8.26 t1ND 16.53 FT ELRSTIC CRSE : PIER LEtiGTH GRERTER THRt1 16.53 FT RLLOYRBLE ULTIIIRTE LRTERHL LORD ON PIER CPIER FRILUREI= 9 V KIPS 7 L~4 L~ 11RXIhUt1 t10HEMT IIY PIER-Ul.TI11RTE = 68.75 FT-K DEPTH BELOW GROUMD TO I'1RXIflUI'1 110t1ElYT = 3.09 FT f1RXIHUt1 SHERR IN PIER-ULTItiRTE = 9 KIPS 11pXInUl1 SHERR OCCURS pT GROUHD LEVEL ULTIt1RTE MOhENT CRPACITY OF PIER ULTIt1RTE SHEpR CRPRCITY OF PIER = 68.75 KIPS = 30.1 KIPS ULTI11pTE t10MEHT5 RIYD ULTIt7pTE SHEpRS RT POINTS RLOnG PIER DEPTH BELOW GRUUND MOt1ENT SHERR • CFT7 CFT-Kl CKIPS] .3 49.27 8.9 .61 51.99 8.63 .92 54.59 8.18 1.23 57.03 7.54 1.54 59.24 6.73 1.85 61.17 5.73 2.16 62.77 4.55 2.47 63.97 3.19 2.78 64.72 1.64 3.09 6$.75 @ *****s*s****ss**~s****~s**s**~t*s*********s****s***s**s*s****s*►s*s~ss** FREE HERD PIER--COHESIOtiLE55 SOIL ********r**s*s***ssss~rs*s*ss:ss** COEFFICIENT OF HORIZOHTRL SUBGRRDE REHCTIOM. IYH = 50 TCF UnIT WEIGHT OF SOIL, GRI'1tIG = 120 PCF FlIYGLE OF INTERIYRL FRICTIOtI, PHI = 38.99 DEG DIRFIETER OF PIER, D = 18 IN LENGTH OF PIER. L = 8 FT C4YIPRESSIVE STREHGTH OF PIER CUIYCRETE. F'c = 3.5 KSI HEIGHT RBOUE GROUHD AT WHICH LORD IS RPPLIED. H = 5.16 FT THE PIER IS REItiFORCED-UlTIt7GITE t101'1EtiT, t1u = 68.75 FT-K ***PIER IS COHSIDERED RIGID RIGID CNSE = PIER LENGTH LESS THFN 8.26 FT ♦NTCr~MCnrnTr rvn~r . n.rrru . RLiOWRBLE ULTIHRTE LRTERRL LOpD ON PIERCSOIL FRILURE] _ hIRXInUl1 t10nEIVT Ifi PIER-ULTI11pTE _ DEPTH BELOW GROUIYD TO I'1GXIt1Ul1 MOtIEt1T = tiRXIflUMI SHEAR IN PIER-ULTIflpTE _ = DEPTH BELOW GROUND TO t1AXI11Uh SHEAR 12.3 KIPS 93.12 FT-K 3.61 FT 7.99 KIPS 7.99 FT ULTII'1RTE M01'1ENT CRPACITY OF PIER = 68.75 UITIMRTE SHEAR CRPRCITY OF PIER = 30.1 ULTItIRTE MUt1ENT5 RIYD UITItIRTE SHERRS RT POINT5 pLOHG PIER DEPTH BELDW GROUtiD MOt1EtiT SHEAR (FT) CFT-Kl CKIPSJ ,8 73.26 11.69 1.6 81.97 9.57 2.4 88.74 6.83 3.2 92.59 2.58 4 92.55 -2.89 4.$ 87.65 -9.57 5.6 76.92 -17.47 6.4 59.38 -26.59 7,2 34.86 -36.92 8 0 -48.46 KIPS KIPS *********s**************ss******ss**~****s*s********s******s*s****s* FREE HERD PIER--COHESIOnLE55 SOIL ************sss****sssss****rsss* COEFFICIEIYT UF HORI20t1THL SUBGRRDE REpCTIDti, NH = 50 TCF UIYIT WEIGHT DF SOIL, GRt7CIR = 120 PCF flNGLE OF ItiTERNpL FRICTION, PHI = 38.99 DEG DIRI'tETER OF PIER, D = 18 IN LENGTH OF PIER, L = 8.25 FT COt1RRES5IVE STREIYGTH OF PIER COHCRETE. F'c = 3.5 KSI HEIGHT RBOUE GROUIYD RT YHICH L047D IS RPPLIED, H = 5.16 FT THE PIER I5 REINFORCED-ULTItiRTE tiOnEHT, I'tu = 6$.75 FT-K ***PIER IS COMSIDERED RIGID RIGI6 CASE = PIER LENGTH LE55 THRN 8.26 FT IMTERMEDIRTE CNSE = PIER IENGTH BETWEEN 8.26 RtiD ELRSTIC CRSE = PIER LENGTH GREGTER THGH 16.53 FT 16.53 FT RLLQWRBLE ULTIMRTE LRTERpL LOFID ON PIERCSOIL FRILUREI t1AMIt1Uli hIOt1EHT II`I PIER-ULTItiRTE DEPTH BELUW GROUHD TO 11p%ItIU„ I10t1EHT MRXIt1UH SHEAR IN PIER-ULTItIFTE DEPTH BELOW GROUMD TU t1HXInUfl SHEAR ULTIMpTE tIOMEtiT CFIPRCITY OF PIER ULTIMATE SHEAR CRPFICITY OF PIER O = 13.24 VO KIPS 77,6,43 = 101.41 FT-K = 3.75 FT = 8.25 KIPS 8.25 FT = 68.75 KIPS = 30.1 KIPS ULTIMRTE MOMEI'ITS RIYD ULTIMHTE SHERRS RT POItiTS RLOt1G PIER = 6EPTH BELOW GRUUIID HOFIENT SHEAR CFTJ CFT-KJ CKIPS] .82 79.18 12.59 1.65 88.86 10.66 2.47 96.41 7.42 3.3 100:76 _2:9 .8 73.26 11.69 1.6 81.97 9.87 2.4 88.74 6.83 3.2 92.59 2.58 4 92.55 -2.89 4.8 87.65 -9.57 5.6 76.92 -17.47 6.4 59.38 -26.59 7.2 34.86 -36.92 8 0 -48.46 *****sas******s**s**s*sss*******s*s*****ss*s*s***s***s**s********ss* FREE HERD PIER--COHESIONLESS SOIL *******»**s**»***~*****s*****ssss COEFFICIENT OF HORIZOHTRL SUBGRRDE RERCTIOM, NH = 50 TCF UNIT WEIGHT OF SUIL, GRH„p = 120 PCF RnGLE OF INTERnpI FRICTIOn, PHI = 38.99 DEG DIpHETER OF PIER, D =1g Iry LENGTH OF PIER, L = 8.25 FT COnPRE55IVE STRENGTH OF PIER COMCRETE, F'c = 3.5 KSI HEIGHT RBOVE GROUND flT WHICH LORD IS RPPLIED, H = 5.16 FT THE PIER IS REIMFORCED-ULTIhRTE MOMEHT, nu = 68.75 FT-K ***PIER IS COHSIDERED RIGID RIGID CpSE = PIER LENGTH LESS THpN 8.26 FT INTERnEDIATE CpSE : PIER LENGTN BETWEEn 8.26 RMD ELpSTIC CRSE : PIER LEnGTH GREpTER THRM 16.53 FT 16.53 FT O 13.24 k' KIPS 7T~p,4(,: 101.41 FT-K 3.75 FT ~ 8.25 KIPS $ 3 8.25 FT RLLOYRBLE ULTI11tiTE LRTERRL LORD ON PIERCSOIL FRILUREI = HGXIflUtt flOnEHT IN PIER-ULTIIIRTE _ DEPTH BELOY GROUND TO flRXIt1UM M011ENT = tiRXIt1Ul1 SHEAR Iti PIER-ULTIt1RTE _ DEPTH BELOW GROUND TO tIRXI11U11 SHEAR = ULTItIRTE 110t1ENT CFlPpCITY OF PIER UlTI11RTE SHEAR CRPRCITY OF PIER = 68.75 KIPS = 30.1 KIPS ULTItipTE nOHENTS titiD ULTII'ipTE SHEpRS RT POIM75 RLONG PIER DEPTH BELOW GROUND 110t1ENT SHEAR CFT] tFT-Kl CKIPSI .82 79.18 12.59 1.65 88.86 10.66 2.47 96.41 7.42 3, ~ 3:3 108;76 _2:9 ~ 1t 4.95 95.61 -10.82 5.77 83.97 -18.42 6.6 64.86 -28,12 7.42 37.23 ' -39.1 $.25 0 -51.3$ •*************s*a*sssss*ssss*~sss*ssss*sa~*****s*****s*s»ss********sss City of Wheat Ridge Commercial Roofing PERMIT - 060953 PERMIT N0: 060953 ISSUED: 10/05/2006 JOB ADDRESS: 3600 YOUNGFIELD ST EXPIRES: DESCRIPTION: mechanically fastened TPO overl/2" densdeck (6 squares) CONTACTS gc 303/431-1300 01-7079 Turner Morris, Inc. owner 202/420-0640 Walmart PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 15,800.00 FEES Permit Fee 344.90 Total Valuation .00 Use Tax 284.40 ~ TOTAL 629.30 Comments: subject to field inspection (final) I hereby certify that the eetback diatances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulatione of the City of Wheat Ridge or cwenante, easements or restric[iona of record; that all measurements ahown, and allegations made are accurate; that I have read and agree to abide by a11 conditions printed on Chis application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and a11 other appli~cal~e Whea[ Ridge Ordinances, for work under Chis permit. Plans subject to field inspection. R',, V-t v 1 J ~G/ 5-~ 1 -6 Signature of contractor/owner da- t~ 1. This permit wae issued in acrordance wi[h the prwisiona set forth in your application and is subject to the laws of the Seate of Colorado and to the Zoning Regulationa and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall. expire if (A) the work authorized is not commenced wi[hin sixty (60) days from issue date or (B) the building auChorized ie suepended or abandoned for a period of 180 days. 3. If thie permit expirea, a new permit may be acquired for a fee of one-halE the amount normally required, provided no changee have been or will be made in the original plans and specifica[ions and any suspension or abandonment has no[ exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any mavner shall be done that will change Che natural flow of water causing a drainage problem. 5. Contractor shall notify [he Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. zhe issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an apprwal of, an olation of th siona of the building codes or any other ordinance, law, rule or regulation. A11 plan review~7ect Wfi i ejtions. Signature of CIO Building offi 1~ date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Documents ftom the raam j'actio-e, shall be onsite for fmul roo.j'inqpeclion which specify 'O0fin8 m°tenals have been installed to meed 110 MpH threee,sernnd lWnd gust rBC oF wHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pemut Number: ~ c BUII.DING INSPECTION LINE - 303-234-5933 Date: CITY OF WIiEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) F ~~UCATi O~a 4 v Property Owner: Q e QoC ( E/+vt ~G✓f' Property Address: 36'j" `JO~ " r'dd D. (~'MWJ)l ~Ne" ~,~~Phone: 303 -420-66'G Contractor License No.: Company: OWIYER/CON1'RACTOR SIGNATURE OF UNDERSTANDING AND AGREEWNT I hereby certify that the setback distances proposed by this permit applicarion aze accurate, md do not violate applicable ordinances, mles or rogulations of the City of Whcat Ridge or covenants, ea5ements orrestricrions ofrecord; that all measurcmcnts shown, md allegarions made aze accurate; that I have mad and agree to abide by all condirions printed on this application md that I assume tull responsibility for compliance with the Wheat Ridge Building Code (U.B.C) md all other applicable Wheat Ridge Ordinanecs, for work under Nus pcmsst. DESCRIPTION: 1 i-f444", Phone: 363 y3 i- 130e Construction Value:$ ~lS/ 9 06,- Pernut Fee:$ Plan Review Fee:$ Use Tax:$ . TOt31:$ k-H~l -I P4~ aw 'l2, '1 dehs,&61( ( & Syua," r*.~~) BUII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDINO COMMENTS: Approval: PUBIIG WORKS COMMENTS: Approval: Occupancy: Walls: Roo£ Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) 17us petmit was issued in accordance wiN the provisions see forth in yow applicatiou md is subject W the laws of the Stace of Colorado md to the Zoniug Regulations and Buildiag Codes of Whea[ Ridge, Co]orado or auy other applicable ordmances of fhe City. (2) TAis pmnit shall exp¢e if(A) the work authonud is not commenced within sizTy (60) days 5nm isme daa or (H) the building authorized is suspended or abandoned foi a period of 120 days. (3) Ifthis pemtit ezpires, a new pmnit may be acquired for a fee of one-helf the amouvt aonhally requircd, provided no changes have been or will be mede iu Ne origi¢al plms md specifications md any suspensiou or abandoument has not exceeded one (1) year. If chmges have been oc if susprnsion or ahandownent exceeds one (1) year, full fees shall be peid for a new p<mtit (4) No work of any manner shall be done ihat vrtll change the vatural flow of water causing a drainage problem. (5) Couhactor shall notify the Building Ivspector tweuty-four (24) hours iv advavice for all inspections md shall recdve wdttm appzoval ov inspection cazd befott pzoceeding with successive phazes af Nejob. (6) Tne issua¢ce of a pemut or the approval of drawings a¢d epeci5catioas shall aot be construed ro be a peemit for, voz av approval of, any violation of the provisions of the building coda or any other ordi¢ance, law, rule or ngulaeon. Chief Building Inspector