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HomeMy WebLinkAbout3298 Youngfield Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTI N NOTICE Inspection Type: Ot t 3 ! tY- , �-- Job Address: 4 �1 Permit Number: ,1 ❑ No one available for inspection: Ti M Re -Inspection required: Yes b` When corrections have been made, schedule for re -inspection online at: http:Uwww.ci. wheatridge.co.uslinspeciOi-.— — Date - Zq= ZQ5 Inc DO NOT RspOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 202000218 PERMIT NO: 202000218 ISSUED: 01/31/2020 JOB ADDRESS: 3298 Youngfield St EXPIRES: 01/30/2021 JOB DESCRIPTION: New wall sign for Uncle Julio&#39;s Hacienda *** CONTACTS *** OWNER (720)440-1326 U S RETAIL PARTNERS LLC SUB (303)257-3691 PAUL PASSERO 070188 COLORADO SIGN HELPERS, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 52.50 Permit Fee 93.35 ** TOTAL ** 206.53 *** COMMENTS *** *** CONDITIONS *** 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. I, by my siggnature, o hereby att that the work to be performed shall comply with all accompanying approved plans and specifications= applicable buildi odes, a a plicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal own r o the o e d am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. 1 f her atte tat a legally authorized to include all entities named with this document as parties to the work to be performed an tha 11 w r to erformed is disci in this document an or its' ac ompanying approved plans and specifications. Signat e WNER_ or CONTRACTOR (Circle one) ate 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 maybe 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 code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 01 - Signature of Chief Building icial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. "I .17 City of Wheat�ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: / Plan/Permit # i n � 00 d, 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: 32 q' yo oo Property Owner (please print): Q Phone: ®� Property Owner Email: /4A Tenant Name (Commercial Projects Only) Qn1CLif _--ot'1dS Property Owner Mailing Address: (if different than property address) Address: 5q)gC' ( , D __c_L�j /". ( o7T 6 �0-0 City, State, Zip: C� �l Vi C-0, g o I l l ArchitectiEngineer• Architect/Engineer E-mail: Phone: Contractor Name: c® LZ PLP�1:4 ® -C, 16 -J f -C'�O C?<L City of Wheat Ridge License #: Phone: 3 3 6 C� / Contractor E-mail Address: wr`p tQS ("- 40 L— w e0 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): L �S Phone: '2 CONTACT EMAIL(p/ease print): S/ 6,-,j -W(P&-Rs ieg(. a e-co&t 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 # Complete all highlighted fields. 12rMMERCIAL ❑ 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. Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: 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 a plication. I, the applicant for this building permit application, warrant the truthfulness of the information provide a plication. CIRCLE ONE: (OWNER) CONTRA ) ( ORIZED REPRESENTATIVE) of (OWNER) (915NTRATOR) Signature (first and last name):Z- Printed Name: �S t DEPARTMENT USE ONLY ZONING COMMMENTS: 44-0 Pct t Cb.yP� jkl _jt /"_S"� t/1\ /2G"L.co Reviewer: BUILDING DEP MENT COMMENTS: Reviewer: 131( ?� PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: U Building Division Valuation: Zl! ) 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:�� YDv`j 6F%10 -Contractor: ( ,OU6PI 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.length of the wall(s) where you are attaching the sign: Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the 41lowable square footage for the wall sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage - Site Plan square feet square feet square feInf et o is N.T.S. Reviewed for Zoning Compliance by the �► �, City of Wheat Ridge Planning Division APPROVED BY: DATE: COMMENTS: City of -0 W heat ic�ge COMMUNI IY t)t.VI:Lk •PhN.N 1 APPROVED Review d for Code Compliance Plans I/xisiminer Date validity of Penni: The issuance of o permlt or wrotal of plans speciflcotiont ono computations shah not be o permitfo , or on approval of, orry vrolobon to nnu M tho nrnvictnns n/ the hurldlna code or of star 0tv ordirsancef. Alermtttl —_ a v t be valid CODE INFORMATION 001 2- '"e-1 ZOI'i N—FC ANY CODE LIMITATIONS TO BE DETERMINED This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used. reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written pennission o JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are iflustrated for client's conception of project and are not to be understood as being exact size or exact stalk City o f what Ridge P. Rev. I DATE I BY I DESCRFION �s # CLIENTAPPROVAL SHEET NUMBER239947.1_RU SIGN 01 .17.2020 UNCLE J1LI0tS �UNCLE JULIO'SJONES 1 HACIENDA COLORADO. u wes"'" Vision. < s�:'�'*'�,``'5�11 'xe�,.t. - �''� Q H. MOIBS A j, CIEND � 3298 Youngfield Street LANDLORD APPROVAL DATE WWW.JONESSIGN.COM -� 'P Steve9arryman(�®I®1��® ,L+' Wheat Ridge CO 80033 Colorado f' P C. Grathen This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used. reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written pennission o JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are iflustrated for client's conception of project and are not to be understood as being exact size or exact stalk City o f what Ridge ,ITF PI AN ir L� MULTI -TENANT - RETAIL t.. NOT A PART LS _ �ttF r i � - cI, I , 41'_S! SETBACK N +, �-_-'-..- ; coce PROPOSED RI/RO ACCESS 199'4" PROPERTY UNE 80,.9„ '01 1 O 1-!.- 74'-$" SETBACK PROPOSED HACIENDA RESTAURANT _ FF, EL. = 5520.00 7,598 SQ. FT. FOOTPRINT 2,133 SQ. FT. 2ND FLOOR cc 9,731 SQ. FT. TOTAL �70 SQ. FT. 2ND FLOOR PATIO L UJ fY w a C a. n r — — — — — — — — — — — — — — — LS 13 LS \ 17 2 49 ._ . I 49 I ® �I I I �la 9 I 2s TYP. i 23 29 13 I I� L _J 49 17 30' WATER SEMENT\ LS (REC. NO. 90016475) 13 \\ p - - - -- k � LS 36 a' 0" PROPERTY t ENE -- ------------- L N 36 37 14 YOUNGFIELD STREET U ZYOUNGFIEOSTREET STRIPING Cl) U ��Cjj a. PLAN FOR Y NGFIELD STRFET — HACIENDA COLORADO AT APPLEWOOD VILLAGE SH -EPPING CENTER SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL IMPROVEMENT PLANS 711) NORTH SCALE: 1/32"= 1'-0" PROPERTY LINES, SETBACKS, BUILDING DIMENSIONS AND CRAICK .POINTIN , If I © — PRO OSED MOVEMENT ACCESS ®�� �'� JOB a 239947.1�RQ x01.17.2020 REV. I DATE I BY I DESMP710_N CLIENT APPROVAL , - — - - UNCLE JULIO S UNCLEJULIO'S SHEET NUMBER —� _ _ �� Your- V'sion,Acco pgtsfl�d• H. Moles °� ��^���T�y� HACIENDA —HACIENDA lv j� If i LANDLORD APPROVAL DATE 3298 Youngfield Street h. . WWW.JONESSIGN.COM Steve Barryman r r� Wheat Ridge CO 80033 Colorado C. Grathen I This san original, unpublished drawing by Jones Sign Co.. Inc. I[ is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used. reproduced. copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale. City of Wheat Ridge Building Divison, CL.3 S/F WALL SIGN WITH JAGGED BACKER AND FACE -LIT CHANNEL LETTERS (Qty 1) PART NUMBER - UJ1WS60-180-10L SQUARE FOOTAGE: 60 [BOXED, WEIGHT 275 LBS. SURVEY REQUIREi I ( } PROPOSED NOT TO SCALE 15'-0" 13'-8 3/4" 1111-1 11A. 4'-91/2" ELEVATION SCALE: 3/8" = V-0" 25' Whip is required per the customer so it can be fished inside the building past a hard lid to connect to power. BUILDING IS FULLY PLYWOOD. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN PROPOSED NIGHT VIEW NOT TO SCALE SPECIFICATIONS COLORSIFINISHES 1. ALUMINUM FRAMED BACKER PAINTED P-1 2.5" D & 3" CHANNEL LETTERS -WHITE ACRYLIC FACES ® SPECIALTY PAINTED - BASE OF SW6006 BLACK BEAN w( WITH APPLIED VINYL I ST SURFACE SW2803 TERRA COTTA 3. WHITE LED ILLUMINATION (SEE ELECTRICAL NOTE) MP BLACK (TRIMCAPS & RETURNS) 4, LETTERS MOUNTED TO BACKER MOUNTED TO WALL 3M 7725.12 OPAQUE BLACK VINYL (CONTOUR ON THE WORDS UNCLE JULIO'S AND HACIENDA)) 5" DEEP 3" DEEP LIGHTING IS FULLY SHIELDED AND DIMMABLE NIGHT VIEW SCALE:3/16" = V-0" SIDE VIEW SCALE: 3/8" = V-0" NOTE: ALL LIGHTING IN SIGNS 2700K -NO MORE THAN 3000K. -- THE BUILDINGS EXTERIOR -LIGHTING 1S7if2700K, THE SIGNAGE MUST MATCH THE BUILDING LIGHTING. SIGN Joe u 239947-1 RO `T`012020 REV. DATE BY DMRIPtION CLIENTAPPROVAL UNCLE JULIO'S UNCLE JULIO'S®NES SHEET Your ViEs_on..AcCompli heel. ° - + = H. Moles Hl� C IE�TI),� HACIENDA COLORADO LANDLORD APPROVAL DATE 3298 Youngfield Street U WV/VV JONESSIGN,COM E P Steve Barryman Colorado Wheat Ridge CO 80033 i.','.:< C.Grathen This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale. City of Wheat Ridge Diviso CLvi%2, ON NORTH ELEVATION 107'-0' 4 1. F4 :L :1 Tr PI... _ 0 LOCATIONS OF POWER OUT ELEVA710N SCALE: Zip Ines isan original, unpublished drawing by Jones Sign Co., Inc. It is foryourpersonal use in conjunction with a projecibeing planned foryour by JONES SIGN. Itis notto beshown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale, joB #: 239947-1 RO REV, I DATE By Q RIPTION CLIENTAPPROVAL UNCLE JUL10#S I SHEETNUMBER JONES SIGN - 01.17.2020 UNCLE JULIO'S II Your Vision. Accomplishecl, H. Moles —HACIENDA— HACIENDA COLORADO 441 1 LANDLORD APPROVAL DATE 3298 Youngfield Street WWWAONESSIGN,COM E' Steve Berryman Colorado Wheat Ridge CO 80033 C. Grathen Ines isan original, unpublished drawing by Jones Sign Co., Inc. It is foryourpersonal use in conjunction with a projecibeing planned foryour by JONES SIGN. Itis notto beshown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale, CL.3 LED LAYOUT -s. ,.:.. i�i Lk' -t -%.,t -A. :--1 itri:. L.w•-_...t PRI WHITE 5006/, LAID nlfT AT + Mt'KJIJLES PER jtX7i, 7.D" G'h CENTER -UNCLE JvLp'S/rot-o?tA:i;> �RPSM MHr1E .Srx 1940 OUT AT ' w MDDIJIES PER FOOT, 12.0" DPl CENTER - NARS%INc1ENDA 3`. EACH 60W2 POWER SIJ=. Lv 04% RUN `sP TO 48 PR154+ WI4117E 3000Y 4O --1ES 41i It AYWT BASED ON A 3" r f,,AN :EVW DkYCV9DNS ARE 114 14CHE5 UVLE55 STATED OTHERWISE 6j r01769--3WS.0--MtT WATTS PW, MOD',ar 1 12 -IR AARP VSTEV +'O'frETr 115.211 'NAM- e' LED MODULE POWER .,14111„ElancnrAwO 470f; WATT§ '® 4 7 7 4 2 2 13 EsnmA:TEO PRODUCT B.O.M. PER SIGN: P.3 Each Prism White 3DOCK tirod Jle - 56` +'N: 701 2 69- 3WS.J `-1' S Ea ch 60C* (Oorr+p,ftiry Ioctkit kiahs) or ,W2 Wet location) fiOWµet Sipplies ! 2VDC Each 100` Roll of a_keted Cable perms- moi[ - -mR-i rvRtH- - - JONES SIGN > Ie ,:.; ts/24/2Ct9 116fC UNCLE JULY H4' lE TO ;-jr, L" This dss,gn an;3 drawing are propric7•ary and the txr�:erty of SloanLEy. Ary Yepraciuctirr- or tre wlshD:>!t prior wrr'7nn approval is prohibited. 2} it:t;trl.'t.i': r-;acJ�flw_� 7r,T pr„Arr '=al=-t,Jg �:f;a,!iti�, sr� E',TIlIATE� _�bL'+ nrtJ rm t.U�r•d <,t: +ar «.�fµpii�ci tnlormatior ar.J drawlnt;s Channel letter clop?h, lcr+s cobr, fn+atcwial tfr-:J thickness can vary, whlth may IaaJ to an increose or decrease jr, product at the time of installation, To :unsure accurate product requir>wmerts, it is recommended that product is tested using customer's specific lens rT•r nterial and Let7er car;HgurariDn: i} SloanLEs:, highly r'ecortrt°-:ends applyirg Ught Enhar.cem>?r-,t i'17ini r:LE01 or Light Enhoncenlert FiIr:I CLEF; Insidn charnel le;ten `er_ eptJmnllAllum inatLan - - - -- - - - - - - - - Jacketed c.�le estimated assurneE. r^-raximum run length a* `:' per ley at the power supplyJos 239947-1 RO ..��.�...�.�s.�..-- ( rtEv DATE BY oEscawnoa � CLIENT APPROVAL SHEET NUMBER o,.,7.2ozo UNCLE J U L I O S UNCLE JULIO'S JONES SIGN Your Vision, Accomplished. R: H. Moles LANDLORD APPROVAL DATE H.A.CIENI3�, Youngfield Street This is an original, unpublished drawing by Jones Sign Co.. Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design in any sign done by any other company, without the express written permission of .]ONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surf HACIENDA COLORADO m WW tN.JONES5IGN.GOM �. � ° Steve Berryman Colorado Wheat Ridge CO 80033 �i� C.Grathen ace materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale. Oily Of Wheat Ridge loanLED Leaders in LED Technology SIoanLED.com Tel 805.676.3201! Toll-free 888.747:4LEG Fax805,6763204 itding CL.CL.3 CHANNEL LETTER DETAIL PRODUCTION NOTE: ACCESS PANEL REQUIRED FOR SIGN SERVICING POWER SUPPLY MUST BE WITHIN 10" OF ACCESS PANEL WHIP LENGTH NEEDS TO BE 10'-0' BUILDING IS FULLY PLYWOOD. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN COLORS/FINISHES SPECIALTY PAINTED- = BASE OF SW6006 BLACK BEAN wl MP BLACK RM SW2803 TERRA COTTA 31x17725.12 OPAQUE BLACK VINYL (CONTOUR ON THE WORDS UNCLE JULIO'S AND HACIENDA)) EDGE OVERHANG R CABINET "UNCLE JULIO'S" & HACIENDA " SELF CONTAINED FACE LIT CHANNEL LETTERS SCALE: NTS Ql .040" X 5" PRE -FINISHED BLK/WHT ALUMINUM COIL (WHITE INSIDE) �2 #8 - t/2" PAN HEAD SCREWS Q3 1" PRE -FINISHED BLACK JEWELITE CHEMICALLY BONDED TO FACES ® .150" WHITE LEXAN WITH APPLIED IST SURFACE (JAGGED ON HACIENDA) 05 3000 WARM WHITE LEDS (OR EQUIVALENT) © .063" PRE -FINISHED BLKJWHT ALUMINUM BACK Q7 1/4" DIA. WEEP HOLES (EXTERIOR APPLICATIONS ONLY) ® SPECIALTY PAINTED ALUMINUM BACKER PANEL W/ JAGGED EDGES 9 MOUNTING HARDWARE (TBD BY WALL CONSTRUCTION) 10 7/8" ELECTRICAL HOLE / 3/4" COUPLER WITH FLEXIBLE CONDUIT 11 LED POWER SUPPLY LOCATED INSIDE BACKER © TOGGLE SWITCH / MOUNT TO TOGGLE FRONT TO BACK ©3 3" X 3" X .188 CONTINUOUS ALUMINUM MOUNTING ANGLE / TOP AND BOTTOM ® 1/6"ALUMINUM RETURNS @5 1-1/2" X 1-1/2" ALUMINUM FRAME WELDED TO FACE & RETURN 16 FABRICATED ALUMINUM SHELF FOR POWER SUPPLY ACCESS AT TOP OF CABINET Q U -CHANNEL FRAME AND SLIDING ACCESS PANEL OF ,040" ALUMINUM PAINTED TO MATCH CABINET NOTE ELECTRICAL WHIP MUST COME OUT CENTER OF BACKER PANEL POWER SUPPLIES TO BE HOUSED AT SITE OF SLIDING ACCESS PANEL AT TOP OF BACKER CABINET, NOTCH FRAME & MTG ANGLE TO SUIT CL.1 ARE ON RADIUS WALLS. BACKER TO BE BENT TO RADIUS 1N U -channels & Aluminum Returns Placement RE in NOTE: "UNCLE JULIO'S LETTERS" ARE 3" DEEP AND WOULD BE REMOTE MOUNTED POWER SUPPLIES mi M Wheat Ridge uilding JQB : 239947-1RID REV DATE BV DESCRIPTION CLIENT APPROVAL SHEETNUtMBER SIGN o1. UNCLE JULIO'S UNCLE JULIO'SJ®MES YnLrtSzrRA Ar,ws;93StfS .2o2o H,Moles HACIENDA COLORADO y LANDLORD APPROVAL DATEACIENA 3298 Youngfield Street WWJd.JONESSIGN COM Steve Barryman Colorado Wheat Ridge CO 80033 C. Grathen This is an original, unpublished drawing by Jones Sign Co., Inc. It is for your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outside of your organization, nor is it to be used, reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 25% of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's in any sign done by any other company, without the express written permission of conception of project and are not to be understood as being exact size or exact scale. City of Wheat Ridge uilding yew."`. S,r` -_._•. /." Y--"�."-/.'�.,r--'Yw.e.--.. _., y.�"-%-.':I..' tf"t ►� 5[J j -Sign Soaker Cabinet (Per Jones Sigr. Co,) �y�- Ell i #12 Self Drilling Screw t_.I� ' ( Through Charnel Latter (j To Alum. Backe:' Cabinet I i.. ,i`'..�..-.._......�-•'-•... ,�..-.M _...��.a _v.5...-..—..,..I^x�f'5....-'�`..._....{- ...y+..�_. .......�..r Jr._, wr,...._.. �*Vn..�'.+..r"S. ._ -.h. ha MAX Y4" SnapToggle (wwwAogler,com) 1 Spaced O 2'-0" O.C. MAX -V WALL SIGN ELEVATION, SCALE: )r = V-0" �)4116 A" Srsop-TogglB ainless Stael Screw install per Manufacturer's Recommendations can be obtained through www.togglcr.com it I DESIGN CRITERIA l Building Code: 18C 2412/ASCE 7-10 SNAP -TOGGLE BOLT DETAIL Andlyels: LRFD-AiSC 14th SCALL_ 6' V-0"� Chgpter t6: Section 1609.3.' Ultltrlate MNnd Speed Vvi - 120 mph Norninal wind Speed Vow - 93 Risk Category, Ill V.. = Exposure: 8 Conthuous 1...3xUO.1188 Alum. Mounting Angle Spaced #12 Self Drilling Screw 7brough Channel tetter To Backer Cabinet r Snap Toggle (www,toggler.com) Spaced 0 2'-0" O.C, MAX Sign Booker Cc (Per dories Sign Continuous L3x3x0.1B8 Alum. Mounting Angle SECTION SCALL: t" m 1' -Cl" 6" spa Ex:erlor Sheathing 2" space JONES SIGN JOB #: O 3990 0.1_RO RBv DATE BY DE8CRIPiIDN CLIENTAPPROVAL UNCLE JULIO'S UNCLEJULIO'S SHEETNUMBER OLtF 9/SSkQt1n ACcOTSttI1512eda rf' H. Moles —HACIENDA- �jA CIEND� HACIENDA COLORADO tet` I LANDLORD APPROVAL DATE 3298YoungfieldStreet WWW,JONESSIGN.COM c__CS `' Steve Barryman Colorado Wheat Ridge CO 80033 C. Grathen This is an original, unpublished drawing by Jones Sign Co. .Inc, Itisfor your personal use in conjunction with a project being planned for you by JONES SIGN. It is not to be shown to anyone outsideof your organization, nor is it to be used.reproduced, copied or exhibited in any fashion. Use of this design or the salient elements of this design an sign an other cam pany, the expcess writtenpermission f 9 Y 9 Y Y fe Y. iz orexact f JONES SIGN, is forbidden by law and carries a civil forfeiture of up to 254fi of the purchase price of the sign. JONES SIGN will endeavor to closely match colors, including PMS, where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or enact scale. City of Wheat Ridge PERMIT NO. 201901632 City of `7`l at Pij BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Mon. Sept. 7th @ BF1 INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: Uncle Julio's Hacienda Colorado ADDRESS: 3298 Youngfield Street CONTACT NAME: Todd 9,731 SQ FT A --g OCCUPANCY TYPE OCCUPANCY LOAD CONSTRUCTION TYPE SPRINKLERED ❑ NON-SPRINKLERED Date > O o ++ p v \ CC 6) M y \ w d A q A d w W C7 0 N N U Q O 4-) 0 o rn ° G N fV 0 as Co p ow Xu >a U c U 'v F ai rn Z a .� b 04 C ^O y "c cb O +U L1 7 f� d d p U O H 0 O �I a y O fs A ro 0 V1 N O i N ri U id x w 4J E-f a W Jn v 6�44 U4J O G 00 W M O 6) O O y N H S H 6 F1 • z > O a e M"A M W 44 'd Q p w R p, (2 O U O �� q O U c ' Ro i C) vAa �+ 41 g G C a�a 6i 04 ro c 4-4 "^o A�'°O ° b b x U a 0 0 0� U� m Vo �� a)�� �' 0 i. O U A w �� W A a H 0 0 0 o�U �; rd 0 ir� U U b P. o q ea C (� 'Ua 'O 4i W 0 yozp roa w W x �d3 UooNa A 0 o a�a Q�M�a ° A ° a° `pO+� z HO N ►' °.� `1'avW�CDZ cn b a a❑ (i>3 o u v O > � > aaAANa z ow N h o.0 FMO o ro o eq c U F W.o A° a � � a) 4.) =� zzoaa Ea 0 a cdc 3oado b� °V Fav OUwaGz, $ N a Jack Reader From: Sent: To: Subject: Attachments: Sent from my iPhone Begin forwarded message: David Myers Wednesday, October 16, 2019 12:08 PM Jack Reader Fwd: West Metro Fire Protection District - Building Inspection Results EmailReport_5024_10162019.pdf, ATT00001.htm From: "Inspector-NoReply@mobile-eyes.org" <Inspector-NoReply@mobile-eyes.org> Date: October 16, 2019 at 11:09:55 AM MDT To: David Myers <david.myers@crosslands.us> Subject: West Metro Fire Protection District - Building Inspection Results This automatic email was sent to you by the West Metro Fire Protection District. If you have any questions or concerns please contact us at (303) 989-4307. West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-430' Occupant Name: Uncle Julio's Hacienda (NB, Contractor: UGL, FS, FA, HSS) Address: 3298 Youngfield Street InspectionType Wheat Ridge, CO 80033 Permit Number: 180713004 -NB Inspection Date: Inspected By: Crosslands Construction Company Fire Alarm Final (REQUIRED: The number c devices and on site contractor contact information is required in th, notes section below) 10/16/2019 Jim Hamling - 146202873 303-989-4307 jhamling@westmetrofire.orc At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved 'f' West Metro Fire Protection District J K 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Occupant Name: Uncle Julio's Hacienda (NB, Contractor: Crosslands Construction UGL, FS, FA, HSS) Company Address: 3298 Youngfield Street InspectionType: Fire Alarm Final (REQUIRED: Wheat Ridge, CO 80033 The number of devices and on site contractor contact information is required in the notes section below) Permit Number: 180713004 -NB Inspection Date: 10/16/2019 Inspected By: Jim Hamling - 146202873 303-989-4307 jhamling@westmetrofire.org At the time of this inspection, no discrepancies or violations have been found. By no means does this exonerate you from responsibility to adhere to all pertinent codes and restrictions. Status: Approved frs,� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE z � -1 Inspection Type: •- /�� W _ Job Address: Address: Permit Number: ❑ No one available for inspection: Time IUB-, AM M Re -Inspection required: Yeg-% When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date:_k? /1') - 14 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: _-2eo j lqg7 tj 21- - -wm===c ❑ No one available for inspection: 0-No Time 47 AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /c,9-4 / T Inspector: "1 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: AQtAQ h - Q I ,rn�io Job Address: b r\� Permit Number: 261 ❑ No one available for inspection Time ��AM/fPl�ll Re -Inspection required.'41,es o When corrections have bebn"Wade, call for re -inspection at 303-234-5933 Date:4_-7 j-'-> Inspector: --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W `�_ -,r—/ Job Address: �v2 �1' �� Permit Number: c ❑ No one available for inspection: ection: Time" V� , ANI/; M Re -Ins ection re vire :-" Yes, so p q c es When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date: / f ' Inspector:' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L_r Job Address: %� Z' ti f c-- r Permit Number: x.471 %2 a ❑ No one available for 1 Re -Inspection required: When corrections have beef http✓/www.ci. wheatridge.co, ushnspection Date:—,),2-11-/-- k Inspector: ^-- -- DO NOT REMOVE THIS NOTICE 1* � 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: C ` Job Address: f Permit Number: 261e -20 ❑ No one available for inspection: Tim'e 4" `541 pm Re -Inspection required: Yes (_N.QR/ When corrections have been made, call f re -inspection at 303-234-5933 Date: Inspec or: r' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z4,91—_1 Job Address: a t_�.! { " z .Z�) Permit Number: ' r � a ❑ No one available for inspection, Time z�AiVdpm Re -Inspection required: Yes, No When corrections have been made, schedule for re -inspection online at: http✓Awww.ci. wheatridge.co. usVinspection Date: / 7 ' 1 ,, T Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 403 - 0, � Inspection Type: 4 ( � 5 L-'/ _ Job Address: Permit Number: L ❑ No one available for inspection: Time M Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usVinspecton Date: =' I Inspector" i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: q03 - FWA(_ C-LiEC- Job Address: '32q? Y0VN (,E t t� U> '�;"i' Permit Number: 2,01 $?Q,Zo Zj ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been h ttp ✓/www, ci, wh ea tridge, co. u Date/,--)- , 11 AM/PM for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 403 - 0, � Inspection Type: 4 ( � 5 L-'/ _ Job Address: Permit Number: L ❑ No one available for inspection: Time M Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usVinspecton Date: =' I Inspector" i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z4,91—_1 Job Address: a t_�.! { " z .Z�) Permit Number: ' r � a ❑ No one available for inspection, Time z�AiVdpm Re -Inspection required: Yes, No When corrections have been made, schedule for re -inspection online at: http✓Awww.ci. wheatridge.co. usVinspection Date: / 7 ' 1 ,, T Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: q03 - FWA(_ C-LiEC- Job Address: '32q? Y0VN (,E t t� U> '�;"i' Permit Number: 2,01 $?Q,Zo Zj ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been h ttp ✓/www, ci, wh ea tridge, co. u Date/,--)- , 11 AM/PM for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Off ipe INSPECTION NOTICE Inspection Type:` t -7 Job Address: -,7, :;?-'7 Permit Number: ❑ No one available for inspection: Time 1.1 a2`"r,AMIPM Re -Inspection required: (`)es`, No When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge. co. uslinspection Date: / - /f Inspector: DO NOT REMOVE THIS NOTICE �}c Sterling Design Associates, Ilc September 23, 2019 City of Wheat Ridge PW/Engineering Division 7500 W. 29th Avenue Wheat Ridge, CO 80033 Attn: Mr. Dave Brossman, P.E. RE: Applewood Hacienda 3298 and 3244 Youngfield Street Drainage Certification Letter The site grading and drainage design (including water quality) for the north portion of the Applewood Shopping Center is described on construction drawings approved by the City of Wheat Ridge on July 13, 2018 and the Final Drainage Compliance Letter approved by the City of Wheat Ridge on May 22, 2018. Per - these documents, the proposed site is divided into five minor subbasins. All of these subbasins direct runoff into a proposed storm sewer pipe network that eventually directs runoff to an existing detention and water quality facility within the Applewood Shopping Center. These improvements were asbuilt surveyed by Flatirons Inc. dated September 19, 2019. Based on our review of the results of the asbuilt survey (separate document), the drainage and grading improvements for the north portion of the Applewood Shopping Center appear to be in general conformance with the aforementioned City approved construction drawings and Final Drainage Compliance Letter (see below for exclusions). Many inverts and therefore slopes within the proposed storm sewer pipe network varied from approved design plans. These differences were generally small (a few tenths elevation) except for one specific run of pipe (between Manholes A & B) that has an asbuilted slope of 0.2%, compared to the 1.0% approved design. Additional modeling of the asbuilt system shows that the system should work in a similar hydraulic fashion to the approved design. Sincerely, Ryan J. Loftus, PE VC'; °+ �' l C�,cT,,C,''i For and on behalf of G Sterling Design Associates, LLC 422 • t Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www,SterlingDesignAssociates.com Consolidated Mutual Water 12700 West 27" Ave. Lakewood, Colorado 80215 Phone Ne: (303) 238-0451 ' Leo 610 Garrison Street Device Serial Ns J012780 Unit - W ---- — e e a Lakewood, CO 80215 Test Date/Time 10/1/2019 Phone 303-986-4601 Tester Certification 6-1196 www. BacktlowTech com Fax 303-763-8201 Device Test Result: OPass Dail Send completed form to: backflow@cmwc.net Backflow Prevention Device Test & Maintenance Report Keep Records for 3 Years: (Please Print) ❑Under Suspension — Process Immediately Backflow Tech 228621 All Fields Must Be Completed Owners Name: TBD"DO NOT EDIT"DO NOT DELETE!! _Owners Phone: — Z ___ _ Owners Address: TBD`"DO NOT EDIT"DO NOT DELETE!! City: LAKEWOOD—Zip80215 -- W ---ST:CO Service Name: HACIENDA COLORADO — Phone: ----- Address: 3298 YOUNGFIELD ST. _ __—City: WHEAT RIDGE ---ST: _CO Zip$0033 iiled To: CSP Plumbing 5980 Cheetah Chase Lone Tree CO 80124 Make:Febco --- __Model: 825Y ----Size: 1 --- --- Type: RPZ E] DC ❑PVB ❑AVB []Air Gap Date Installed: Location on property: EAST SIDE OF PROPERTY LOCKED CAGE New Orientation Use Protection J Existing nVertical Up ❑Domestic ©Containment Previous Device Serial N4-- n Vertical Down ❑Fire Dsolation nHorizontai I WIrri ation Line 110 Initial Test Results Repairs/Comments Re -Test Results Tightness Differential Tightness Differential PSI: Check Valve #1 Leak 8.6 n Leak (RPZ, DC, PVB) Tight nTight Check Valve #2❑Leak 2.2 n Leak (RPZ, OC) Tight nTight Relief Valve 3.0 _ (RPZ) Buffer 5.6 co (RPZ) Air Inlet _c as (PVB) 9 Shutoff Valve #1 — Leak RVTight Shutoff Valve N2 "Leak Q Tight Comments: -- — -- --- -------_— ---------- –Test Procedure:ABPA — — — G O Q Alarm Company/Fire Department Notified: -- _ -- -- —� +G Person Notified: Notified By: — Turn Off Date/Time: -- ---Turn On Date/Time: -- Ss Test Kit Make: Midwest Model 845 IV Serial Ne: 06182696 — -- --Last Calibration Date: �— 3/13/2019 Tester Name: DORSCHEIMER, ERIC — -- — Certificate Expiration Date:_ 2/1712020 _ Tester certifies that this assembly has been tested with the above listed procedure and verifies that isolation valves were returned to pre-test orientation. ' �t Signature: Phone:(303)986-4601 _ Consolidated Mutual Water 12700 West 27`h Ave. Lakewood, Colorado 80215 Phone Ns: (303) 238-0451 =B�TlowTech Send completed form to: backflow@cmwc.net 610 Garrison Street Unit - W Lakewood, CO 80215 Phone 303-9864601 Fax 303-763-8201 Backflow Prevention Device Test & Maintenance Report Keep Records for 3 Years: (Please Print) Device Serial N9 249205 Test Date/Time 10/1/2019 Tester Certification 6-1195 _ Device Test Result: Pass Dail ❑Under Suspension — Process Immediately Backflow Tech 228620 All Fields Must Be Completed Owners Name: TBD"'DO NOT EDIT•'DO NOT DELETE!! Phone: C— _Owners Address: TBD"DO NOT EDIT—DO NOT DELETE!! City: LAKEWOOD W —ST:CO Service Name: HACIENDA COLORADO ---- _ Phone: —Zip80215 Address: 3298 YOUNGFIELD ST.__ _Cit WHEAT RIDGE ST: CO Zi $0033 Iliad To: CSP Plumbing 5980 Cheetah Chase Lone Tree CO 80124 Make:Watts — _Model: LF009M30T -- Size: 3/4 ype: FV� RPZ ❑ DC ❑ PVB ❑ AVB ❑Air Gap -- Date Installed: on property:ABOVE ICEMAKER IN KITCHEN y -----_Location New Orientation Use — --_ Protection )V Existing rVertical Up [)]Domestic ❑Containment Previous Device Serial N9 — --n Vertical Down []Fire Wisolation IHorizontal ❑Irrigation Line 85 Initial Test Results Repairs/Comments Re -Test Results Tightness Differential Tightness Differential PSI: Check Valve #1 ❑ Leak 9.8 n Leak (RPZ, DC, PVB) aTight nTight Check Valve #2 ❑ Leak 1.8 n Leak (RPZ, DC) WTight nTight Relief Valve 3.6 c (RPZ) 9 J, Buffer 6.2 c (RPZ) C Air Inlet d (PVB) I' Shutoff Valve #1 Leak []Tight Shutoff Valve #2 LJ Leak RjTight Comments: Test Procedure:ABPA e-• 0 uAlarm Company/Fire Department Notified: --__----- — ---__ Person Notified: Notified By: — o Turn Off Date/Time: _— — Turn On Date/Time: Test Kit Make: Midwest Model 845 w Serial N9: 05182596 Last Calibration Date: 3/1312019 Tester Name: DORSCHEIMER, ERIC Certificate Expiration Date: 2/17/2020 _ Tester certifies that this assembly has been tested with the above listed procedure and verifies that isolation valves were �+ returned to pre-test orientation. = '' - 303 986-4601 Signature: _ -- —Phone: ( ) Backflow Prevention Device Test & Maintenance Report Keep Records for 3 Years: (Please Print) Device Serial No 224646 Test Date/Time 101112019 Tester Certification 6-1195 Device Test Result: WPass Dail []Under Suspension — Process Immediately Backflow Tech 228619 All Fields Must Be Completed Owners Name: TBD**DO NOT EDIT**DO NOT DELETE11 —Owners Phone: Consolidated Mutual Water 610 Garrison StreetUnit Owners Address: TBD ­D0 NOT EDIT"DO NOT DELETE!! City: LAKEWOOD___ST:CO - W 12700 West 27" Ave. 0 0 a Lakewood, CO 80215 Lakewood, Colorado 80215 Phone 303-986-4601 www. BackflowTooh.corp Fax 303-763-8201 Phone Ng: (303) 238-0451 filed To: CSP Plumbing 5980 Cheetah Chase Lone Tree CO 80124 Send completed form to: backfiow@cmwc.net Make:Wafts ---Model:—LF009QT ---Size: 1/2 IV Backflow Prevention Device Test & Maintenance Report Keep Records for 3 Years: (Please Print) Device Serial No 224646 Test Date/Time 101112019 Tester Certification 6-1195 Device Test Result: WPass Dail []Under Suspension — Process Immediately Backflow Tech 228619 All Fields Must Be Completed Owners Name: TBD**DO NOT EDIT**DO NOT DELETE11 —Owners Phone: r_ =1 Owners Address: TBD ­D0 NOT EDIT"DO NOT DELETE!! City: LAKEWOOD___ST:CO _Zip80215 0 3 Service Name: HACIENDA COLORADO --- Phone: Address:3298 YOUNGFIELD ST. City: WHEAT RIDGE ST: CO Zip80033 i L:eA filed To: CSP Plumbing 5980 Cheetah Chase Lone Tree CO 80124 Make:Wafts ---Model:—LF009QT ---Size: 1/2 IV T j DC F_� PVB AVB E3 Air Gap Type: [V_jRPZ Date Installed: on properly: NEXT TO SOFTENER D —Location New Orientation Use Protection V Existing riVertical Up ODomestic OContainment Previous Device Serial Ng— , Vertical Dire ©Isolation -Do n Horizontal []Irrigation Lne go initial Test Results Repairs/Comments Re -Test Results Tightness Differential Tightness Differential PSI: Check Valve #1 Ej Leak 7.8 n Leak (RPZ, R ,ck DC, PVB) ©Tight nTight Check Valve #2 0 Leak n. Leak 1.6 (RPZ, DC) WTight n Tight a Relief Valve 4.0 (RPZ) Buffer 3.8 Cid (RPZ) tw C Air Inlet (PVB) Shutoff Valve #1 L Leak WTight Shutoff Valve #2 LLeak W Tight Comments: —Test Procedure:ABPA Alarm Company/Fire Department Notified: Person Notified: Notified By: Turn Off Date/Time: ----Turn On Date/Time: he Test Kit Make: Midwest 845 --Model Serial N9: 05182696 —Last Calibration Date: 3/13/2019 Tester Name: RORSCHEIMER, ERIC Certificate Expiration Date: _— 211712020 — Tester certifies that this assembly has been tested with the above listed procedure and verifies that isolation valves were returned to pre-test orientation. Phone: (303)986-4601 Signature: ____ I Consolidated Mutual Water 12700 West 27" Ave. Lakewood, Colorado 80215 Phone Ne; (303) 238-0451 = 11112., 0--M.31rn Send completed form to: backflowpcmwc.net 610 Garrison Street Unit -w Lakewood, CO 80215 Phone 303-986-4601 Fax 303-763-8201 Backflow Prevention Device Test & Maintenance Report Keep Records for 3 Years: (Please Print) Device Serial Ns 069685 Test Date/Time 10/112019 Tester Certification 6-1195 Device Test Result: wPass Dail ElUnder Suspension — Process Immediately Backflow Tech 228618 All Fields Must Be Completed Owners Name: TBD**DO NOT EDIT**DO NOT DELETE!! Owners Phone: 'DO NOT EDIT**DO NOT DELETE!! Owners Address: TBD* City: LAKEWOOD ST:CO Zip�IL215 0 U Service Name: HACIENDA COLORADO --Phone: Address: 3298 YOUNGFIELD ST. ___City: WHEAT RIDGE ST: CO Zip90033 filled To: CSP Plumbing 5980 Cheetah Chase Lone Tree CO 80124 Make:Watts --Model: LF009M20T --- Size: 1 112 I Type: nV RP7 E] DC n PVB [-� AVB [:3 Air Gap Date installed: on property:OSE RISER ROOM M --Location New Orientation Use Protection Existing nVertical Up RIDomestic Containment Previous Device Serial N2_ n c2 own Dire Epolation n Horizontal E]Irrigation Line go Initial Test Results Repairs/ Comments Re -Test Results Tightness Differential Tightness Differential PSI: Check Valve #1 F-1Leak7.9 in Leak (RPZ, DC, PVB) ©Tight I Tight Check Valve #2 j El Leak 1 9 n Leak Q! ni (RPZ, DC) Wright n Tight Relief Valve 2.8 (RPZ) Buffer 5,11 as (RPZ) c Air Inlet t; (PV B) Shutoff Valve #1 Leak WTight Shutoff Valve #2 ULeak � Tight Comments: Test Procedure:ABPA Alarm Company/Fire Department Notified: Person Notified: Notified By: Turn Off Date/Time: ---Turn On Date/Time: Test Kit Make: Midwest 846 --Model Serial Ne: 05182696 —Last Calibration Date: --- 3/13/2019 Tester Name: DORSCHEIMER, ERIC Certificate Expiration Date:__ 211712020 Tester certifies that this assembly has been tested with the above listed procedure and verifies that isolation valves were returned to pre-test orientation. Signature: —Phone: (303)986-4601 DURO-LAST NDL Warranty Warranty No. 359436 1. TERMS and CONDITIONS Duro-L.a_sr*Jnc., (*13tux-P-Last") grants this No -Dollar Limit ("NDL") Warranty to the owner (-Ownce') of building containing a Duni-lAst Roof- ing Systern (*'Duro-Last System") installed by a Duro-Last authorized DealeriContractur ("Coutractoe),,wbject in the conditions and limitations contained herein, Duns -Last's obligation during the 11 through the IS* year shall be to repair any leak in the Dur( -Lust System caused by any defect in a com- pcinent of the Duro-Lam System or by the workmanship of the Contractor, but only as the workmanship relates to the installation of the Duro- Last System itself and not as it relates to other work performed, if any. Duro-Last's obligation includes. at Duro-Last's discretion. either the repair or replacement of pan or all of the Duro-Last System and also includes the furnishing or cost of labor to repair the Duro-Last System provided the following conditions are met: A. Duro-Last and Contractor have been paid in full for the Duro-Litst System. its installation and any outstanding invoices issued by Duro-Last that arise after the installation-, B. The Duro-Last System has been approved by Duro-Last following inspection by an authorized Duro-Last Quality Assurance Technical Representative ("Duro-Last QA Tech Rep'). this No -Dollar Limit Warranty has been signed by a Duro-Last QA Tech Rep or Quality Assurance Manager. and the contractor confirms that the Duro-Last System was installed in accordance with Duro-Last's specifications and written installation requirements. C. The Owner has notified Duro-Last within 14 days of the discovery of any leak, failure. or other alleged Duro-Last System defect. Owner must notify Duro-Last by calling the Duro-Last Quality Assurance Department at 1-8(6-2S4-9424. by e -mailing ws4durodast.com, or by certified mail. return receipt requested: D. The Owner allows Duro-Last's. QA Tech Rep(s).andlor Duro-Last Contractor(s) access to the roof including. if necessary. the removal and replacement by Owner at Owner's expense any and all obstruefiotts, including but not limited to: rooftop gardens. earth. soil, pavers. ballast, decks. patio and walking surface materials, photovoltaie system. and other overburden: and. E. Duro-Last authorizes the repair and, at Duro-Last's option. either Duro.-Last's QA Tech Rep(s), or authorized Duro-Last Contractor makes the repair. 11. LIMITATIONS and EXCIXSIONS A. This No -Dollar Limit Warranty does not apply to a Duro-Last System ittstAlled on a single-family residence. B. Duro-Last shall not be liable for damages, arising from defects in the design or construction of the building or roof assembly-, nor shall Duro-Last be liable for any other products aside from the Duro-Last System. C. Duro-Last is not liable for any Duro-Last System defect or failure nor for subscoluent damages arising from Acts of God or causes outside Duro-Last's comm) including, but not limited to: 1) Damage caused by fire, lightning, hurricane. gate. hail. tomado, flood. earthquake, animals, insects.; or 2) Damage caused by accident, vandalism, intentional act, negligence or failure to use reasonable care. whether on the part of the Owner or another: or 3) Damage caused by any unauthorized modification it) the Duro-Last System including, but not limited to: damage caused by unauthorized components used in installation or repair, by additional equipment or structures added to or made a pan of the roof. by traffic. or by chemicals not normally found in nature or the like; or 4) Interior condensation and/or moisture entering the Duro-Last System through walls, copings. structural defects. HVAC Systems, or any pan of the building structure, including from adjacent buildings. D. Duro-Last does not warrant the watcrtightncss of metal products that are located outside of the termination of the Duro-Last membrane. E. Duro-Last does not warrant against color change an&or pattern change and/or print change in the Duro-Last System. F. Duro-Last shall have no liability under any theory of law for any claims. repair.,,,, or other damages relating to the presence of asbestos or any vapors, funies, molds, fungi. bacteria, spores, mycotoxins, or the like on or in the Duro-Lav( System or in the building or in the air or water serving the building, G. This No -Dollar Limit Warninty, passes to future Owners of the building for the full 15 years hereof. H.This No -Dollar Limit Warranty must be signed by a Duro-Last QA Tech Rep or Quality AssuranccManagcr. Coverage under the terms of this No -Dollar Limit Warranty begins on the Effective Date. The Effective Date is determined by Duro-Last. Failure of the Owner or Contractor to sign this No -Dollar Limit Warranty does not alter the Effective Date. 1. This No -Dollar Limit Warranty ,shall be governed by the laws of the State of Michigan without regard to principles of conflicts of law. Duro-Last and Owner hereby agree that the Circuit Court for the County of Saginaw. State of Michigan, or the United States Federal District Court for the Eastern District of Michigan in Bay City, shall have the exclusive jurisdiction to determine any and all disputes. or claims relating to this No-Dollur Limit Warranty and din hereby submit themselves to the sole personal jurisdiction of those Courts. OVFR, CONTINUED ON BACK J. No claim, suit. or other proceeding arising out of or related to the Durn-Last products, or these terms. including without lintitation this No -Do] tar Limit Warranty, may be brought by the Owner or anyone else after one (I year from the date it accrues. K. Duro-Last does rit-A waive any rights under this No -Dollar Limit Warranty by refraining from exercising its rights in full in one or more instances. THIS NO -DOLLAR LIMIT WARRANTY AND THE RESPONSIBILITIES AND REMEDIES STATED HEREIN ARE EXPRESSLY AGREED TO BY OWNER AND DURO-LAST AND Co,.NsTITUTE THE SOLE WARRANTY AND REMEDIES OFTHE OWNER FOR ANY ALLEGED DEFECTOR FAILURE OF THE DURO-LAST SYSTEM, WHETHER MEMBRANE ACCV. SOR I OR SES, CONTRACTOR WORKMANSHIP. THERE ARE NO WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (EITHER EXPRESS OR IMPLIED IN FACT. LAW OR CUSTOM) THAT EXTEND BEYOND THE EXPRESS TERMS STATED IN THIS NO -DOLLAR LIMIT WARRANTY TO THE FULL EXTENT DISCLAIMER IS PERMITTED BY LAW. OWNER AND DURO-LAST TO- GETHER JOINTLY DISCLAIM ANY OTHER OR FURTHER WARRANTIES EXCEPT THOSE INCLUDED IN THIS DOCU- MENT. IN ANY EVENT. ANY IMPLIED WARRANTY THAT MAY ARISE BY LAW IS LIMITED IN DURATION TO THE TERM HEREIN. THE REPAIR, OR REPLACEMENT PROVIDED HEREIN IS EXCLUSIVE AND IN LIEU OF ALL OTHER REME- DIES. DURO-LAST WILL HAVE NO LIABIIJTY TO ANYONE. FOR CONSEQUENTIAL, SPECIAL, INCIDENTAL, INDIRECT, EXE :MIPLARY, OR PuNrn VE DAMAGES OF ANY KIND WHATSOEVER, INCLUDING WITHOUT LIMITATION PROPERTY DAMAG . E. LOST PROFITS, LOST USE OR ANY OTHER PEC U NJ ARY DAMAGE, WHETHER DUE TO ANY DEFECT IN THE PRODUCTS, BREACH OF THIS AGREEMENT, DELAY, NON -DELI V ERY, NON-PERFORMANCE, RECALL, OR ANY OTHER REASON. ALL CLAIMS FOR NEGLIGENCE AND FOR FAILURE OF ESSENTIAL PURPOSE ARE EXPRESSLY WAIVED, RELEASED, AND EXCLUDED. THERE ARE NO THIRD -PART'!" BENEFICIARIES TO THESE TERMS. OWNER ACKNOWLEDGES THESE LIMITATIONS AND WAIVERS, DECLARES THAT `THEY HAVE BEEN READ AND UNDERSTOOD,AND AGREES TO BE SO BOUND. ANY P.AVMENT FOR THE DURA -LAST SYSTEM OR REGISTRATION OF THE WARRANTY WITH DURO-LAST SIGNIFIES THAT THE OWNER HAS N"OLUNTARILY AND KNOWINGLY CONSENTED TO ALL TERMS. -I'he Comractor is not an agent of Duro-Last and does not have authority to bind Duro-Last. If any contractor or sales representative made any statements about Duro-Last, its products, services. obligations,or warranties, those statements cannot be relied upon by Owner or any other party anti cannot be attributed to Duro-Last. Furthermore, no person may change or modify any terms or conditions of this No -Dollar Limit W'arrwaty. unless in writing and signed by the authori7A, representative of the Owner and by a Duro-Last officer or by the Duro-Lw Quality A_s�urance SOME STATES DO NOT ALLOW LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS_ SO SUCH A LIMITA- TION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU, MAY ALSO HAVE OTHER RIGHTS THAT VARY FROM STATE , TO STATE, If any provision or individual term herein is invalid or unenforceable under any applicable la", the provision or term be ineffective to that extent and for the duration of the illegality, but the rc maining provisions and termN will be unaffected. HACIENDA ,;;of Building 3298 YOUNGFIELD ST :%ddrm of Builiting WHEAT RIDGE CO 80033 aic, State '&__ lip of ouuftg Entire Ruilkling Designation July 11, 2019 Fflecthe Date 1616147 Serial No. DURO-LASTa. INC. 525 Morley Drive Saginaw. Nil 4801 Signature of Duro-Last QA Tech Rep or QA NtsuaW Signature of Owner Signature of C ntractor Alliance Roofing ContractAir (printed) 12000 Square Footage 359436 Warraay'-40, DURO-LAST I DURO-TUFT- / DURO-FLEECE / DURO-FLEECE PLUS I DURO-LAST EV 131. - 15 NDL-W/0 C 412/15 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: Y2 ❑ No one available for inspection: Timms ' 119,M/PM Re -Inspection requiredY �No When corrections have been made, ,call fo re -ins ectio gfM3434-5933 Date In {5ectb `".._ DO NOT R �ETHISNQTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE InspectionType: -' Job Address: _ Permit Number: ❑ No one available for inspection: Tim Re -Inspection required: Yes ro� When corrections have been madeZ!. ule for re -inspection online at: http:dwww.ci.wheatridge.co.us�ns ection Date/0- lnspec r. i CITY OF WHEAT RIDGE, Building Inspection Division (303) 235-2855 Office TIP TION NMOL, Inspection Type: E 10 F, " _ Job Address: Z -?=8(S Permit Number: '2;":!:)(E 4z_a M9 G' t� Re -Inspection required: Yes/ N9 When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatriiidge.co. us-finspec�n _ Date:'� ' 1 Inspec�' -' DO NOT REMOVE THIS NOTICE F a AJ 1 T JL v - T - 0 w T l AA h A N T service • lh, eyriey • Professior„afisN, SUBMITTAL Date: 5/2/2018 Proiect: Hacienda Building Wheatridge Submittal: Stucco/EIFS & Masonry To: Ilias / James From: Crosslands Construction Company (CCC) Crosslands Construction Company 5750 DTC Parkway Suite 145 Greenwood Village Colorado 80111 Phone: 303-346-1444 Fax: 303-346-1434 www.crosslands.us neviewea Dy u -u Project Name V H -1 -da V"nid9s a oms�. iwaaseeca ngn+ ❑APPROVED ❑REJECTED ❑ REVISE ❑ NOT REVIEWED EV P^o.l DATE 8/? 19 SUB&1!TTAL# SPEC neviewea Dy u -u Description PermaBase0 BRAND CI Insulated Cement Board'" is a composite cement board combining the strength and benefits of PermaBase Cement Board combined with rigid insulation to create an ideal substrate for exterior finishes that meet or exceed most continuous insulation requirements. Manufactured in a convenient 2 in. overall thickness, PermaBase CI utilizes common trims and accessories. Basic Uses APPLICATIONS PermaBase CI Insulated Cement Board provides an excellent substrate for many exterior applications, including Cement Board Masonry Veneer Wall System (CBMV) and Cement Board Stucco System (CBSS) where continuous exterior insulation is required. PermaBase CI allows the combination of exterior finishes on one continuous substrate, providing greater design flexibility. It works well for both commercial exterior and residential exteriors. ADVANTAGES • Laminated with a R-10 Insulation, PermaBase CI meets or exceeds energy code requirements. • NFPA 285 approvals for adhered veneer finishes such as manufactured and natural stone, thin brick and tile as well as direct applied coatings of synthetic stucco. • Faster Installation: PermaBase CI will save time and labor over installing separate insulation and cement board solutions. • Performance: Made with PermaBase Cement Board and high- density polyiso insulation that provides durability and highly efficient insulation in one convenient package. • GREENGUARD GOLD Certification for low chemical emissions. • Mold resistant Installation Recommendations Wall framing: All framing should comply with local building code and design requirements and be designed to provide support with a maximum allowable deflection of at least L/360 under all intended loads. Framing members should be spaced a maximum of 16" o.c. Edges of PermaBase CI parallel to framing should be continuously supported. Provide additional blocking when necessary to permit proper PermaBase CI attachment. Note: PermaBase CI can be cut using two methods — 1. Score PermaBase CI from the foam side using a utility knife to score/cut completely through the insulation and into the back of the cement board. The board can then be snapped. Cut through the mesh on the front of board to complete the cut. 2. While wearing the proper protective equipment such as safety glasses and approved respirator, use a power saw with the appropriate blade to cut through the entire panel. Penetrations can be created in the panel with a drywall saw. Apply PermaBase CI with ends and edges closely butted, but not forced, together. Stagger end joints in successive courses. Drive fasteners into field of cement board first, working toward ends and edges. Space fasteners maximum 8" o.c.ith perimeter fasteners at least 8" and lessthan 5rom ends and edges. nsure PermaBase CI is tight to framing. Do not overdrive screws to the point they penetrate the fiberglass mesh in PermaBase CI. Joint reinforcement: Trowel bonding material to completely fill the tapered recessed board joints and gaps between each panel. On non-tapered joints, apply a 6" wide, approx. 1/16" thick, coat of bonding material over entire joint. For all joints, immediately embed 4" alkali -resistant fiberglass mesh tape fully into applied bonding material and allow to cure. Same bonding material should be applied to corners, control joints, trims or other accessories. Feather bonding material over fasteners to fully conceal. Control Joints: For exterior installations, consult finish manufacturer for spacing requirements. For exterior tile applications, control joints should be spaced a maximum of every 12'. If no recommendation is available, allow a maximum of 16 lineal feet between control joints. A control joint must be installed but not limited to the following locations: where expansion joints occur in the framing or building (discontinue all cross -furring members located behind joint); when boards abut dissimilar materials; where framing material changes; at changes of building shape or structural system; at each story separation. Place control joints at corners of window and door openings or follow specifications of architect. Control joint cavity shall not be filled with coating or other materials. JOB NAME: CONTRACTOR* DATE: SUB£ 39PPRO-' JGN 4 `7 Technical Data Thickness, Width and Length # of Pcs. Per Unit PermaBase CI 2" x 48" x 96" (50.8 mm x 1219 mm x 2438 mm) 20 Limitations • Treat joints with 4 in. wide alkali -resistant fiberglass mesh tape set in a polymer -modified mortar or stucco basecoat. • Do not use conventional paper gypsum board tape, joint compound and gypsum board nails or screws. • Do not exceed 16 in. (406 mm) o.c. as maximum wall framing spacing. Must be designed to limit deflection to L/360 under all live and dead loads. • Steel framing must be minimum 20 -gauge (galvanized) (.0312 in. design thickness) or heavier. • Do not expose PermaBase CI to temperatures over 220°F (105-C). • To install properly, follow the instructions of the finish material manufacturer. • Install a code -approved Weather Resistant Barrier (WRB) to protect the cavity. The type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties. • Do not use PermaBase CI as a nailing base for other finishes. Cement Board Stucco Wall System (CBSS) • Follow finish material manufacturer's instructions for proper installation. • Treat joints in PermaBase CI with mesh tape and basecoat. • Thin veneer construction can reveal planar irregularities in framing. • Minor cracking at joints may become visible in finished exterior surface. • Exterior finishes applied directly to PermaBase CI: Reinforcing mesh must be embedded in basecoat (consult exterior finish manufacturer for additional installation requirements). • Code -Approved Weather Resistant Barrier (WRB) must first be installed to protect the cavity (type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties). Cement Board Masonry Veneer Wall System (CBMV) • Sheathing selection and installation varies according to type of wall construction. • Code -approved Weather Resistant Barrier (WRB) must be installed to protect the cavity (type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties). • Treat joints with alkali -resistant fiberglass mesh tape set in a polymer -modified mortar. • Follow mortar manufacturer's instructions for proper installation. Handling and Project Conditions • Avoid water exposure during shipping, handling, storage, installation and after installation of PermaBase CI to avoid the formation of mold or mildew. • Store PermaBase CI off the ground and under cover. Store boards flat. Use sufficient supports extending under the entire length of cement boards to prevent sagging. • Keep PermaBase CI dry to minimize the potential for mold growth. Take adequate care while transporting, storing, applying and maintaining PermaBase CI. • Do not apply PermaBase CI with visible signs of moisture damage or mold growth. Do not apply PermaBase CI over other building materials where conditions exist that are favorable to mold growth. Maintenance Following Application • Maintain essential elements of sound weather -tight building envelope, including roofing, joint sealants, windows and flashings. • Take immediate and appropriate remediation measures as soon as water leaks or condensation sources are identified. • Perform routine cleaning and maintenance operations using methods that prevent moisture saturation of cement boards. • Maintain final wall finishes to protect the cement board as well as the supporting structure. E Property Method Results Dimensional Stability ASTM D2126 <0.5% Water Absorption ASTM C209 <5.0% Water Vapor Transmission ASTM E96 <1.5 perm Flame Spread ASTM E84 <25 Smoke Developed ASTM E84 <450 R -Value ASTM C518 10 Dimensions ASTM C473 2" x 4'x 8' Weight (lbs./sq.ft.) 2.4 Thickness, Width and Length # of Pcs. Per Unit PermaBase CI 2" x 48" x 96" (50.8 mm x 1219 mm x 2438 mm) 20 Limitations • Treat joints with 4 in. wide alkali -resistant fiberglass mesh tape set in a polymer -modified mortar or stucco basecoat. • Do not use conventional paper gypsum board tape, joint compound and gypsum board nails or screws. • Do not exceed 16 in. (406 mm) o.c. as maximum wall framing spacing. Must be designed to limit deflection to L/360 under all live and dead loads. • Steel framing must be minimum 20 -gauge (galvanized) (.0312 in. design thickness) or heavier. • Do not expose PermaBase CI to temperatures over 220°F (105-C). • To install properly, follow the instructions of the finish material manufacturer. • Install a code -approved Weather Resistant Barrier (WRB) to protect the cavity. The type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties. • Do not use PermaBase CI as a nailing base for other finishes. Cement Board Stucco Wall System (CBSS) • Follow finish material manufacturer's instructions for proper installation. • Treat joints in PermaBase CI with mesh tape and basecoat. • Thin veneer construction can reveal planar irregularities in framing. • Minor cracking at joints may become visible in finished exterior surface. • Exterior finishes applied directly to PermaBase CI: Reinforcing mesh must be embedded in basecoat (consult exterior finish manufacturer for additional installation requirements). • Code -Approved Weather Resistant Barrier (WRB) must first be installed to protect the cavity (type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties). Cement Board Masonry Veneer Wall System (CBMV) • Sheathing selection and installation varies according to type of wall construction. • Code -approved Weather Resistant Barrier (WRB) must be installed to protect the cavity (type and placement will vary per local building codes and/or manufacturer's specifications, installation guidelines and warranties). • Treat joints with alkali -resistant fiberglass mesh tape set in a polymer -modified mortar. • Follow mortar manufacturer's instructions for proper installation. Handling and Project Conditions • Avoid water exposure during shipping, handling, storage, installation and after installation of PermaBase CI to avoid the formation of mold or mildew. • Store PermaBase CI off the ground and under cover. Store boards flat. Use sufficient supports extending under the entire length of cement boards to prevent sagging. • Keep PermaBase CI dry to minimize the potential for mold growth. Take adequate care while transporting, storing, applying and maintaining PermaBase CI. • Do not apply PermaBase CI with visible signs of moisture damage or mold growth. Do not apply PermaBase CI over other building materials where conditions exist that are favorable to mold growth. Maintenance Following Application • Maintain essential elements of sound weather -tight building envelope, including roofing, joint sealants, windows and flashings. • Take immediate and appropriate remediation measures as soon as water leaks or condensation sources are identified. • Perform routine cleaning and maintenance operations using methods that prevent moisture saturation of cement boards. • Maintain final wall finishes to protect the cement board as well as the supporting structure. E Recommended Fasteners The following fasteners have been evaluated for use with PermaBase CI. Refer to screw manufacturer technical data for required spacing and installation instructions. For More Information ARCHITECTURAL SPECIFICATIONS National Gypsum Company's CSI Master Format) 3 -part guide specifications are downloadable as editable Microsoft`"' Word documents at: nationalgypsum.com. LATEST INFORMATION AND UPDATES For the latest technical information and updates, call NGC Construction Services: 1 -800 -NATIONAL (628-4662) or visit our website: nationalgypsum.com. Company Name Product Description Item Number Website/Phone Number Triangle Fasteners 4 in. Concealor Pancake Head Self -Drilling Screw #14-13x4 in. DPI www.triang/efastenercom/ 800-486-1832 TRUFAST 4 in. TRUFAST SIP & Nail Base Fastener SIPTP-4000 www.trufast.com (for wood installations) 800-443-9602 TRUFAST 4 in. TRUFAST SIP & Nail Base Fastener SIPLD-4000 www.trufast.com (for steel stud installations) 800-443-9602 OMG/FastenMaster 4-1/2 in. Fastenmaster Headl-OK Fastener HLGM412 www.fastenmastercom (for wood installations) 800-518-3569 OMG/FastenMaster 4 in. Fastenmaster Headl-OK Fastener FMHLSP004-250 www.fastenmastercom (for steel stud installations) 800-518-3569 For More Information ARCHITECTURAL SPECIFICATIONS National Gypsum Company's CSI Master Format) 3 -part guide specifications are downloadable as editable Microsoft`"' Word documents at: nationalgypsum.com. LATEST INFORMATION AND UPDATES For the latest technical information and updates, call NGC Construction Services: 1 -800 -NATIONAL (628-4662) or visit our website: nationalgypsum.com. 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:'-+��f.� Permit Number: ❑ No one available for inspectioZ' Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date f c23 'r/ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ! ❑ No one available for inspection: Tire_ M/PM Re -Inspection required: YesNo1 Y When corrections have been made, schedule for re -inspection online at: httpJ/www.ci.wheatridge.co.uslinspectl n Date: - , Inspector: i i ®O NOT REM E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: `2 �s L ❑ No one available for inspection: Re -Inspection required: Yes M When corrections have been made, schedule for re -inspection online at: http✓/wwpv.ci.wheatridge.co.u�nspecfion �1 Date: ♦kII City Of c�7�IheatR�dge COMMUNITY DEVELOPMENT Memorandum TO: Address file for 3298 Youngfield Street FROM: Scott Cutler, Planner II DATE: September 23, 2019 SUBJECT: Landscaping and Irrigation at 3298 Youngfield Street (Uncle Juho's Hacienda) As a result of conversations with the property owner, irrigation ditch owner (Doug Jenks), and landscaping company, 4 trees will be relocated to better accommodate the existing irrigation ditch pipe. Refer to the diagram below. a dl Rle I M 1 Treewe HS- 6- --- � �r .irrigalwline .910. � w �© ��C _ � '�• bEN (1qF � 6 lAii, IT �> r, HL `�_� pr e®I �'aE Treeamov rg[o3 .. zau from back of curb - N The 3 circled trees in the right-of-way should be relocated to 3 feet from the back of curb to allow for additional space between the trees and the irrigation ditch which follows the edge of the sidewalk. Each tree will move approximately 2-4 feet west to accommodate this request. The amenity zone is oversized which allows trees to move; a typical amenity zone is 6 feet wide with trees planted in the center. The on-site tree at the north will move several feet west because its location as proposed is directly on top of the irrigation ditch pipe. These changes are required to be complete prior to issuance of a Certificate of Occupancy. CITY OF WHEAT RIDGE _A Building Inspection Division (303) 234-5933 Inspection fine (303) 235-2855 Office # (303) 237-8929 Fax INSPECTION NOTICE --1 — 7 Inspection Type: 59 Job Address: '/,5 - Permit Number: L) No one available for inspection: Time AMJPM,_-- 7� 7` Re -Inspection required': ~ Yes_(,,No When corrections have been made, call for re -inspection at 303-234-5933 Date:- j /�? Inspector: A--,, DO NOT REMOVE THIS NOTICE I* � I e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: t—.e w 1--- = _t ❑ No one available for inspection: Tii Re -Inspection required: Yes CNo When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinsp on Dat Inspe to �. DO NOT REE 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�21 tom' r Job Address: Permit Number: ( C.> ❑ No one available for inspection: Time 1C_)_2a(XMyPM Re -Inspection required: Yes fNQ,�) When corrections have been made, call for re-inspectioritat 303-234-5933 � Date: Inspector: t� 1 3 _(� 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 � z Qr--k Inspection Type: `� P �& Job Address: Permit Number: *2 ❑ No one available for inspection: Tim Q --, (ZWPM Re -Inspection required: Yes No "When corrections have been made, call or re-inspecti at 303'-234-5933 Date:9 f Inspector. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE (21q Inspection Type:. 3125q r— Job Address: Permit Number: I 2 ❑ No one available for inspection: Ti M M Re -Inspection required: Yes No When corrections have been made, sche&T for re -inspection online at: http✓/www ci. wheatrid(ge.co. unspection Date:q. �� I Inspector, 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2> A -f5r- Job Address: 7 - Permit Number: 1 fs, 4L J No one available for inspection: Time AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.11www.ci. wheatridge.co. uslinspection Date:'-,) inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Low Voltage PERMIT - 201901909 PERMIT NO: 201901909 ISSUED: 09/10/2019 JOB ADDRESS: 3298 Youngfield St EXPIRES: 09/09/2020 JOB DESCRIPTION: New fire alarm system in building. Uncle Julio&#39;s Hacienda. *** CONTACTS *** OWNER (706)766-0253 US RETAIL PARTNERS LLC SUB (303)421-3390 THOMAS N. EDLUND 019555 VIKING ELECTRIC, INC. *** PARCEL INFO ZONE CODE: SUBDIVISION CODE *** UA / Unassigned 1 / Commr Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,800.00 FEES Total Valuation 0.00 Use Tax 142.80 Permit Fee 156.75 ** TOTAL ** 299.55 *** 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, ¢o hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build' g' odes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal w er the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permit r attest that 1 am 1%ally authorized to include all Entities named within this document as parties to the work to be erform 1 work to be performed is disclosed in this doe u ent 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 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 iss i�,n�ce or grantin of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apphcl�ocode or any inance 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 V`Iheat Ir idle GDMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)-ci.wheatridae.co.us FOR OFFICE USE ONLY Date: ., � // 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: o< Propertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: '3' C Phone: `4�' hone: 54 4/471 Architect/Engineer E-mail:-mail:� s, Contractor Name: City of Wheat Ridge License #: Contractor E-mail Addressl�_�Ikvc.,w Phone:v'2/ 33�� For Plan Review Questions & Comments (please print): CONTACT NAME (please print):=: �v'C5 Phone: •–,2—)O -- CONTACT EMAIL(p/ease print) 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 # Complete all highlighted fields, if applicable. )K2COMMERCIAL ❑ 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. I Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) S (ea 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 onithq application. CIRCLE ONE: (OWNER) (CO Signature (first and last name): Printed Name: t s C ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: W E S T M E T R O F 1 R E R E IS C U E DO MUST REMAIN A PART SHEET. ET YOUR FINAL FIRE ALARM SYSTEM PERMIT REQUIREMENTS CONSTRUCTION DRAWINGS AND MUST REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. GENERAL REQUIREMENTS GENERAL REQUIREMENTS PLAN REVIEW REQUIREMENTS Additional Installation Requirements and Expectations Contact the appropriate jurisdiction far additional requirements: NFPA 72 Acceptance Test Requirements comply in all respects with the applicable edition of the fire code. Review and approval by the fire code official shall not relieve the • Visual inspection of all permits, drawings, as -bulls and system documentation such as record of completion and NFPA forms Is applicant of the responsibility d compliance wtlh Ore ode. conducted barons the Inspection begins. . 7.5.2 Before requesting final approval of the installation, 9 required by the authority having jurisdiction, the installing contractor shall •Visual walk through conducted to ensure that the components of the system are not damaged or obstructed and that the environment 106.3 Whenever any Installafion subject to Inspection prior to use Is covered or concealed without having first been inspected, the fire I. suitable for continued operation. cads official shall have the authority to require that such work be exposed for Inspection. Jefferson County: 303271-8260 City of Edgewater: 303235-8300 9 Douglas County. 3036647497 Town of Morison: 303897-8749 g mY: h been installed In accordance with approved plans and tested In accordance with g Y PP the ma a written statement statin that system has s s end e appropriate NFPA re ulrenens. shed Instructions the manufacturers udl n n th pq control unit • Batteries examined for any corrosion, leakage, off or boil over, or other physical damage and that the connections are secure. n_ gassing Visually Inspect the battery for data of manufacturing, Batteries must be marked with monthyear. approval as an amended set of construction documents.• City of Lakewootl: 303807.7500 Tom of Mountain View. 303-021.7282 systems systems shall Include the following documentation, •7.5.3 All including new systems end additions or elsretloos to • Detedam should be free of damage, obstructions, and palm and manual fire alarm boxes should have dear access. 11 Y" E • Detectors Inspected to ensure that all avers, begs, tape or other coverings have been removed and that the device is property '.. • Permits and approved pans shall remain on site during all phases of construction. City of Wheat Ridge: 303234-5900 Tom of Lakeside: 303-455-1980 ll be deli final ac which *hall be delivered to the the owners representative upon final acceptance of the system: • Duct detectors and sampling tubes: inspect to ensure there are no obstructions of the Sampling tube and that the orientation of the tube p p matches the manufadurers'spedficatlons. -� existing detection or Suppression system will be off line for more then 4 hours. General maturor (1)'An owners manual and manufacturers published Instructions sousing all system equipment • During construction existing detedom need to be covered, • Fire Lanes shall remain deer at all times during construction. • Rough electrical needs to be signed off prior to the West Metro Fire District fire alarm final. • NI udiiUee shell be Needy marked and protected from damage by construction equipment 105.3.1 Construction permits shall automatically become invalid unless the work authorized by such permit is commenced within 180 Record (2) Record (as -built) drawings In accordance with 7.5.5 •Where detection is not required during construction, detectors shell not be installed until after all other Construction trades have '.. • An emergency phone shall be on site and accessible at all Omer during construction. Either a cell phone of a landline Is acceptable. competed final cleanup. • Emergency contact numbers shall be posted on the front door during construction. days after Rs issuance, or If the work authorized by such permit Is suspended or abandoned for period of 180 days after the time the (3) record of complebon form in accordance with 7.5.6 (4) For software -based systems, record copy of the sitespecific software In accordance with 7.5.7 Heat Detectors debris, or other obstacles. •Ceiling mounted heat ddedors should not be less than 4' from a wall. • Smoking shell be prohibited except In approvetl areas. No smoking within 250 of a building, or potion o1 a bulldog, under construction. work is commenced. Signs •hall be posted in accordance with Section 310. In approved areas where smoking Is permitted, approved ashtrays shall be • For solid joist Construction, heat detectors shall be mounted m the bottom of the joists. mided In accordance with Section 310 • Where beams project more than 18- belowthe ming and are more than a' an center, each bay shall be treated as a separate area. • All FINAL inspections for the life safety systems, as well as the New Building or Tenant Improvement FINAL 1 D5.3.3 Occupancy prohibited before approval. The building or structure shall not be occupied prior to the fire code official issuing a 14.4.1 Acceptance Testing. 14.4.1.1 All new systema shall be inspected and tested In accordance with the requirements of Chapter permit and conducting associated inspections Indicating the applicable provisions of this code have been met 14,14,4,1,2 The authority having jurisdiction shall be notified prior to the Initial acceptance test. CONDITIONS OF APPROVAL: 105.3.5 Posting the penult. Issued permits shall be kept on the premises designated therein atoll fines and shall be readily available 'I. 1442'Reaccex.m.Tnting. ❑ SEE COMMENTS ON THE PERMIT DRAWINGS for Inspection by the fire code official. 14,4.2.1 When an initiating device, notification apdianm, or control relay Is added, It shall be functionally tested. 105.3.6 Compliance with Code. The issuance or gra ifing Of a permit shall not be construed to be a permit for, or an approval of any 14.4.22 When an Whaling device, notification appliance, or control relay Is deleted, another device, appliance, or control relay on the ❑ SEE SUPPLEMENTAL REVIEW REPORT violation of any of the provisions of this code or of any other ordnance of the jurisdiction. Permits presuming to give authority to violate circuit shall be operated or cancel the provisions of We code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on 14.4.23 When motlifiations or repairs to control equipment hardware are made, the control equipment shall be tested fn accordance ALL WORK SHALL ADHERE TO THE 2015 IFC AS AMENDED AND construction documents and other data shall not prevent the fire code official from requiring the correction of errors in the construction with Table 14.4.3.2, hems 1(a) and 1(d). THE 2013 VERSION OF NFPA 72 documents and other data. Any addition to or alteration of approved construction documents shell be approved In advance by the fire 14.4.24 When changes are made to cite -specific software, the following shall aptly: code official, as evidenced by the issuance of a new or amended permit (1) All functions known to be affected by the change, or Identified by a means that indicates changes, shall be 100 per -cath tested. DATE: 7-15.2019 PERMIT NO. 1 8 0 71 30 04 -FA (2) In addition, 10 percent of Initiafing devices that are not directly affected by the change, up to a maximum of 50devices, also shall 105.3.8 Valid of permit The Issuance or grating of a permit shall not be construed to be a permitfor, or an approval of, any be tested and correct system operation shall be verified ty Pe gr 0 P Pe JSauer violation o1 any of the provisions of this code or of any other ordinances of the jurisdiction. Permits presuming to give authority to violate (3) A reused record of completion in accordance with 7e --quail 1 prepared ur abonal these changes. PLAN REVIEWER: or cancel the provisions of this code or other ordinances of the junsciiction shall not be valid. The issuance of a permit based on 14.4.2.5 Changes to the system executive software shall requlre a 10 percent functional test of the system, Inputting a test of at least construction documents operational documents and other data shall not prevent the fire coda official from requiring arrectlon of errors one device on each input and output circuit to verify critical system functions such as notification appiances,contal functions, in the documents or other data. �.! off -premises reporting. Lbba.Eyes Additional Installation Requirements and Expectations 105.4.4 Construction documents approved by the fire code official are approved with the Intent that such construction document. Visual Inspection Expectations comply in all respects with the applicable edition of the fire code. Review and approval by the fire code official shall not relieve the • Visual inspection of all permits, drawings, as -bulls and system documentation such as record of completion and NFPA forms Is applicant of the responsibility d compliance wtlh Ore ode. conducted barons the Inspection begins. Smoke detectors should be spaced every 30' and 15' measured at right angles towels, or ell points on the ceiling shall have a detector •Visual walk through conducted to ensure that the components of the system are not damaged or obstructed and that the environment 106.3 Whenever any Installafion subject to Inspection prior to use Is covered or concealed without having first been inspected, the fire I. suitable for continued operation. cads official shall have the authority to require that such work be exposed for Inspection. • Visual Inspection of the control equipment should confirm that there are no alarms, supervisory or trouble signals registered on the 105.4.5 Amended construction documents. Work shall be Installed in accordance with the approved Conviction documents, and any control unit • Batteries examined for any corrosion, leakage, off or boil over, or other physical damage and that the connections are secure. changesmade during construction that are not In compliance with the approved construction documents shell be resubmitted for gassing Visually Inspect the battery for data of manufacturing, Batteries must be marked with monthyear. approval as an amended set of construction documents.• Initleting Devices may need detection In remseed spacei, or between beams depending on 40% rule, • Detedam should be free of damage, obstructions, and palm and manual fire alarm boxes should have dear access. Requirements During Construction • Detectors Inspected to ensure that all avers, begs, tape or other coverings have been removed and that the device is property '.. • Permits and approved pans shall remain on site during all phases of construction. supported or secured from the building structure. • A fire extinguisher with a minimum rating of 2A40BC shall be within 10 feet of all 'HOT WORK OPERATIONS'. • Duct detectors and sampling tubes: inspect to ensure there are no obstructions of the Sampling tube and that the orientation of the tube • All fire alarm and suppression systems shall remain In-service while work Is being performed. The Fire District shall be notified if any matches the manufadurers'spedficatlons. -� existing detection or Suppression system will be off line for more then 4 hours. General • Trash dumpsters shall be kept greater than 20 feet from any combustible materials or structures. • During construction existing detedom need to be covered, • Fire Lanes shall remain deer at all times during construction. • Rough electrical needs to be signed off prior to the West Metro Fire District fire alarm final. • NI udiiUee shell be Needy marked and protected from damage by construction equipment •Ina grid -type calling, Initiating devices and notification appliances need to attach directly to structure by the box or support arm. • Areas under conviction shall have adequate protection In pace to safeguard the public. •Where detection is not required during construction, detectors shell not be installed until after all other Construction trades have '.. • An emergency phone shall be on site and accessible at all Omer during construction. Either a cell phone of a landline Is acceptable. competed final cleanup. • Emergency contact numbers shall be posted on the front door during construction. • if thetop of a girder Is within 4' of the calling, the girder Is a factor in detector sparing... • All exit routes shall be deafly defined and posted during construction. Paths of egress shall remain dear of construction material, Heat Detectors debris, or other obstacles. •Ceiling mounted heat ddedors should not be less than 4' from a wall. • Smoking shell be prohibited except In approvetl areas. No smoking within 250 of a building, or potion o1 a bulldog, under construction. •Wall mounded heat detectors should be within 4'-12' of the ceiling. Signs •hall be posted in accordance with Section 310. In approved areas where smoking Is permitted, approved ashtrays shall be • For solid joist Construction, heat detectors shall be mounted m the bottom of the joists. mided In accordance with Section 310 • Where beams project more than 18- belowthe ming and are more than a' an center, each bay shall be treated as a separate area. PSmoking shag be prohibited where conditions are such as to make smoking a hazard, and in spaces where flammable or combustible • Where beams are leas than 12' In depth and less than 8' on center, detectors are permitted to be Installed on the bottom of beams. Lbba.Eyes material. are stored or handed. Smoke Detectors STAMPED AND APPROVED PLANS AND PERMITS ISSUED TO ALL SUBCONTRACTORS • Any changes to the approved dans shell be submitted to the West Metro Fire Protection District for approval. • Peeked callings; Need detector within 3' of the top. •Smoke detectors should be 3' away from supply and return HVAC diffusers. MUST REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. ROUGH AND/OR •Refer to Chapter 33' Fire Safety During Conatrud/on and Demolition'of the IFC for all additional requirements for fire safety during corstrucfion and demolition. Smoke detectors should be spaced every 30' and 15' measured at right angles towels, or ell points on the ceiling shall have a detector , FINAL INSPECTIONS MAY BE TERMINATED AND REINSPECTION FEES ASSESSED IF General Inspection Requirements comm 21 -In Corridor 10' witle or lee., .mode detectors can be spaced 42' than (21 +21) but still to end ,, APPROVED PLANS ARE NOT AVAILABLE TO THE INSPECTOR UPON REQUEST. • Construction or work for which a permit is required shall be subject to Inspection. (ins • On a zone tletection system; need an LED outside d any room with a lock on the door. (Including dosefs) n • Additional changes or modifications may be required upon field Inspection. • Smoke detedorc .hall b mounted an Ih. caging, or If wall mounted Winn 12' of the ceiling • Smoke detector average between beams or within ceiling recesses; If the beam or recess height Is more than 10% d calling height, FINAL INSPECTION AND TESTING • Such construction or work shall remain accessible and exposed for Inspection purposes unfit approved. may need detection In remseed spacei, or between beams depending on 40% rule, • All failed Inspections may result In a reinspection fee based on the current West Metro fee schedule. • Far rooms of 90002 or leas, smooth tatting spacing and smoke detectors on calling or bottom of beams allowed Undefined (DEFAULT) Project Cost: $0.00 • All failed Inspections must be re -Inspected. Pull Stations In an effort to assist contractors, as well as our inspectors, in assuring final inspections go smoothly, we West Metro Fire Rescue Acceptance Testing Reoulrements • Need pug stations within 5' of each exit doorway on each floor, respectfully ask that you read and abide by the following measures: • Make euro all requirements tithe permit have been met prior to requesting an Acceptance Test • Pull stations should be red with a contrasting background. least 42' floor, but man 48' the floor •All tough inspections for fire safety systems shall be scheduled by that system's contractor. Rough • All system and related components shall be tested and teary for Acceptance Testing. • Should be securely mounted at above the not more above • Pull stations should be mounted on both sides of group exit openings over 40' Wds, and within 5' of each side, inspections Will not be signed -off until mechanical, electrical and plumbing are in place. • All required permits (are department and city or aunty) shall be on site for the Inspector's review. • Additional pull stations are required if horizontal travel distance exceeds 200' on any floor. • All rough inspections must be completed and passed before any final inspection will be scheduled. (Unless • System failure may result in a $300.00 re -Inspection fee. Notification Appliances thefire department has approved for the rough and final to be done at the same time.) • Need strobes in all break rooms, conference rooms, and bathrooms. (Not private bathrooms) • Il is the General Contractor's responsibility to ensure all rough inspections are completed, all pre-tests have • Rough Inspections shell be scheduled by the fire alarm contractor. All inspections are requested through the online contractor portal. . The entire lens of a wall mounted strobe shall not be less than 80' and not greater than 96' above the finished floor. Wnere ceilings been completed, end any insufficiencies discovered in the re -tests have been corrected. AS well, that all p y p • The permit and the approved fire alarm shop drawings shall be ori-elte and available for reference at the time IN any inspection. • There:hall be sufficient representing the installing contractor on-site at the time ofthe final Inspection. Personnels are low and do nM permit a minimum of 80', visible appliances shall be mounted within 6• of the calling. benchmarks on the G.C.'s permit have been Signed off except those pertaining to the final inspection. personnel have the equipment necessary and be prepared to conduct a complete acceptance led of the fire alarm system.door . Strobes should be not more than 15' from the end of a corridor and at least .very IOD' in a corridor, but any interruption such as afire or elevation change, the area shall be healed as a separate corridor • All FINAL inspections for the life safety systems, as well as the New Building or Tenant Improvement FINAL • Provide both a completed NFPA 72 Fire Narm System Inspection and Testing Form and a completed NFPA 72 Fire Alarm System • FDC Strobe should activate on sprinkler water fiow only. inspection shall be scheduled by the General Contractor. ALL be on site at the time of inspection. The space Record of Completion at the time of final inspection. • If the calling is higher than 30', calling mounted strobes should be suspended at or below 30'. must be ready to tum over to the owner, or'move in ready'. • A represamative of the fire sprinkler system shall be present to test of flow and tamper if a sprinkler system is installed. . Al notification e appliances shall be listed forme purpose for which they are used. i.e. Wall mounted strobes shall be intended for wall All doors, glass and door hardware, for interior and exterior must be installed, and all floating, carpet and • Nobly appropriate ersonnel and other occupants of the building a. to when testing will be conducted. yytP 0 • Audidlity tees *hall be conducted poor to the final inspection. If a minimum of 15db over the ambient noise level cannot be obtained, mountand vice versa . For Slee n areas, if a room has a linear dimension placed within 16' of the Illow. p g greater than 16'the aloes appliance shall be p painting must be completed. All construction trades must be complete and out of the space, and the final then additional audble and visual devices will be required. Provide the Fire Inspector vim apes of test results showing compliance. • Audible appliances forme sleeping areas to awaken occupants shall produce a low frequency, including living rooms. use clean-up has been Completed. Wiring • This form, appropriately signed and dated by all contractors, shall be given to the WM FPD inspector at the Radio Dialer • A bushing shall be Installed where cables emerge from raceway used for mechanical support or protection. ' start of the final inspection. • If a redo dialer I. the proposed means of communication, The West Metra Fire Protection District requires a radio choler with LCD •Wire shall be Supported and secured by dales, cable has, *baps, hangers, or similar fittings designed and installed so as not to readout providing on site status and NetCon verification. West Metro Fire Rescue currently accepts the following make and model d damage the wire, at Intervals not exceeding 4 M feet and v4tNn 17 of every outlet box, junction box, cabinet or fitting. RB -inspection Fees radio dialer • re should rid met er the top of HVAC where it el damaged or send false alarms. Wire ai 1st re -inspection -$300.00 • AES 77071ntellinet 2.0 • ran be in an exposed environment above floorrlee vel, • Largg e areae of wire annIN be palmed; palm hides the UL listing. La 2nd re -Inspection - $600.00 • Raceways, able assemblies, boxes, cabinets, and fittings shall be securely fastened in dace. Cables and raceways shall not be Each subsequent re -inspection is double the previous. a �s Construction False Alarm Activations During Construction by caging grids. • Wiring located within the cavity of a fire rated or non -fire rated door -ceiling or roof -ceiling assembly shall not be secured to, or AJi re -inspection fees must be paid prior to the scheduling of the re -inspection. supported by, the caging assembly, including the calling support wires. • vire ties intended for use in other apace used for emironmensl air (plenums) shall be listed as having lowsmoke and heat release Fife Alarm Contractor (Company Name): A $300 unnecassary response fee will be issued for every false alarm caused by construction work. It is a violation of the ;to ado and local ordinances to initiate a false fire alarm. Sons circumstances may result in the issuance of a courtI properties. • Wired notification appliances and initiating devices need to have a back box, not a ring, and the box need to have at least an equivalent Fire Alarm System Contractor Representative:. summons. • It is the responsibility of the General Contractor to make sure that the fire system is offline and all Smoke detectors in the - rating as the wall or ceiling h is in. vicinity of any work being (performed are covered with a manufacturers approved cover or other suitable means of Requirements and Deliverables on Behalf of the Owner ', Print name: Signature: Date: protecting the detector head from contamination and unintended activation. A responsible party must be identified to notify . The following information and documentation is required by NFPA 72 and shall be available on she atth. time of final inspection: ----------- the fire department in case of a fire during the time the system is off fine or inoperable by tailing 911. Each day, when 7.5.3 All systems including new systems and additions or al eratiors to existing systems shall include the following documentation, , work is complete, me system must be put back in service and the detectors uncovered. which shall he delivered to the owner or the owners representative upon Mel acceptance of the system: • Detectors are eas)ly Contaminated with construction and drywall dust. The detectors can be very expensive to replace If (1)•An owners manual and manufacturers published instructions covering all system equipment damaged or contaminated by debris or by blowing them out. Contaminated and damaged detectors do muse false afamet (2) Record (as-buia) drawings In accordance with 7.5.5 even alter working hours. A sensitivity or obscuration test of all detectors may be required before final system approval. (3) A completed record of completion farm in accordance with 7.5.6 • The fire alarm system is an important fife safety tool that must be kept in good working order to be property effective. (4) For software -based systems, record copy of the ane -specific software in accordance with 75.7 You will not be given any permits or appointments for rough and final inspections if you have any unpaid fees including 7.5.5.4 Record drawings shall be turned over to the owner with a copy paced inside the documentation cabinet in accordance with . those due to false alarms. Section 7.7. 7.5.6.1*The record of completion shag be documented in accordance win 7.5.6 using either the record of completion forma, Figure 7'a'2(a) through Figure 7.8.2(f), or an alsmative document that contains only the elements of Figure 7.8.2(x) through Figure 7.8.2(f) applicable to the installed system. 7.5.6.2• The record of completion documentation shall be competed by the installing contractor and submitted to the enforcing authonry antithe owner at the andusion a(thejob. The record ofcompletion documentation shall be permitted to be part tithe written statement required in 7.5.2 and part of the documents that support the requirements of 7.5,8. When more than one contractor has been responsible for the installation, each contractor shall complete the portions of the documentation for which that contractor has responsibility. 7.6.6 Record of Inspection and Testing. The record of all inspections, testing and maintenance as required by 14,6.2.4 shall be documented using either the record of inspection and testing forms, Figure 7.8.2(8) through Figure 7.8.20), or an alternative record that includes all the:apdiable information shown in Figure 7.8.2(g) through Figure 7.8.2(0 PERMIT CARD AND INSPECTION APPROVALS ]/15QatB Lbba.Eyes West Metro Fire Protection District a r 433 S. Allison P Lakewood CO 802 7 26 303 989-430 Pkwy, ( ) To schedule an Inspection go to www .westmetrofre org. Occupant Name: Hacienda (NB, UGL, FS, FA, Job Number: 180713004 -FA HSS) Address: 3298 Youngfold Street Job Description: New addressable NFW-100x Wheat Ridge, CO 80033 with synchronized, temporal sounding. Suite: Penult Number: 180713004 -FA Contractor: Safe Systems Inc. Permit Contacts: None Jo Bullock Property Use Type: Undefined (DEFAULT) Project Cost: $0.00 Inspections Required: Fire Alarm Rough Permit Issued On: 7/15/2019 (REQUIRED: The number of devices and on site co urador contact information Is required in the notes section below) Permit Expires On: 7/15/2020 Permit: Fire Detection - New ADDmONAL INSPECTIONS MAY INSP $1 INSP #2 INSP a3 INSP 94 BE REQUIRED PASS FAIL PASS FAIL PA33 FAIL -a3 FAIL Flre A.- Rough supe Uon Fxe Ali Permit Fm.l COMMENTS: TO SE BUILT ADHERING TO THE ADOPTED INTERNATIONAL FIRE CODE, NFPA STANDARDS ANO FIRE DEPARTMENT REQUIREMENTS. Approval as a result of an irsp.ctlpn shall not be co Q. to be approval of a violation of the above requirements. Inspections presuming to give authority to violate or cancel the above requirements shall not be valid. , Associated plans for this permit must remain on site and made available to Inspectors at all Inaneetlons. Failure to ggppgjy will result In a re -inspection and associated fee. INSPECTION COMMENTS NOTE: MRL TRACTION ELEVATOR WITH NON FLAMMABLE EQUIPMENT IS IN DOOR JAM ON UPPER LEVEL 110W—, FLAT CEILINGHEIGHT OZ 4 RELAY MODULES FOR ELEVATOR RECALL 1, SECONDARY RECALL 2, POWER SHUNT 3, AND 1 MONITOR MODULE FOR SUPERVISION OF SHUN �7 MOUNT EXTERIOR HORN/STROBE ABOVE FDC IST FLOOR FIRE ALARM PLAN SCALL lit _ 11 ® 0 5 1015FEET NORTH SYMBOL DESCRIPTION FRCP FIRE ALARM CONTROL PANEL MAP GRAPHIC MAP SYSTEM FAA FIRE ALARM ANNUNCIATOR KHS KITCHEN HOOD SYSTEM ❑F PULL STATION IF SMOKE DETECTOR (PHOTOELECTRIC) OFDS HEAT DETECTOR 135' FIXED TEMP kP DUCT DETECTOR (PHOTOELECTRIC) REMOIE TEST STATION In RL WITH RESET SNTCH Q ADDRESSABLE MONITOR MODULE RADDRESSABLE DUAL MONITOR MODULE ® ADDRESSABLE RELAY MODULE STROBE (NUMBER C!� INDICATES CANDELA) C INDICATES CEILING MOUNTED C HORN WITH STROBE (NUMBER INDICATES CANDELA) T`' C INDICATES CEILING MOUNTED WATER FLOW SWITCH TAMPER VALVE EOL END OF UNE RESISTOR LEGEND THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT. WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT WHICH HICH R WAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTDR: 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBMmAL PREPARED BY: A D S Alarm Design Solutions Inc 8391 Delaware St, Sulte 103 Denver, CO 80221 (303)828-0802 alarmdesignsolu@cs.com Fre Protection Englneering Technology Flre Alarm Sy3t- 1 Joel Blatt S.E.T. NICET #103704 Level IV EXP. 10/1/2022 DATE:06 14 19 1 SCALE: 1 8"=1'0" REVISION: PAGE NAME FLOOR PLAN FA -2 SHEET 2 OF 3 0 O W 00 W 0 C!� c W 0 0 ID C-) W W D W 0 0 D C- �I Q W THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT. WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT WHICH HICH R WAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTDR: 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBMmAL PREPARED BY: A D S Alarm Design Solutions Inc 8391 Delaware St, Sulte 103 Denver, CO 80221 (303)828-0802 alarmdesignsolu@cs.com Fre Protection Englneering Technology Flre Alarm Sy3t- 1 Joel Blatt S.E.T. NICET #103704 Level IV EXP. 10/1/2022 DATE:06 14 19 1 SCALE: 1 8"=1'0" REVISION: PAGE NAME FLOOR PLAN FA -2 SHEET 2 OF 3 YOU ARE HERE UNCLE JULIO'S 3298 YOUNGFIELD STREET WHEAT RIDGE, COLORADO 80033 W Ra IAEY•RRE•K<ESS CONfR W VD)FD (303)444-1191 ' q NORTH 2ND FLOOR SYMBOL DESCRIPTION FACP FIRE ALARM CONTROL PANEL MAP GRAPHIC MAP SYSTEM FF —AA1 FIRE ALARM ANNUNCIATOR KHS KITCHEN HOOD SYSTEM a PULL STATION OP SMOKE DETECTOR O HEAT DETECTOR U DUCT DETECTOR o P ^ , WATER FLOW SWITCH TAMPER VALVE LEGEND ryW THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT, WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTOR 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBIMOTA�L PREPARED BY: S Alann Design Solutions Inc. 8391 Delaware St, Suite 103 Denver, CO 80221 (303)828-0802 alarmdesignsolu@cs.com NATIONAL 04SttTVrE FOR CERTIFICATION IN FN OAIEERINO TECRNOLOOffS Fre Protection Engineering Technology Fre Alarm Systeme t e Joel Blatt S. E.T. NICET #103704 Level IV EXP. 10/1/2022 DATE:06 1L 1 91 SCALE: N.T.S. REVISION: PAGE NAME: SYSTEM MAP FA -3 SHEET 3' OF 3 O O W 00 ryW 0 V� V) 0Q ® cl:� -� -1 0 W 0 U U W U D W O 0 >- CD Cy 00 00 0) N Q M W I THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT, WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTOR 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBIMOTA�L PREPARED BY: S Alann Design Solutions Inc. 8391 Delaware St, Suite 103 Denver, CO 80221 (303)828-0802 alarmdesignsolu@cs.com NATIONAL 04SttTVrE FOR CERTIFICATION IN FN OAIEERINO TECRNOLOOffS Fre Protection Engineering Technology Fre Alarm Systeme t e Joel Blatt S. E.T. NICET #103704 Level IV EXP. 10/1/2022 DATE:06 1L 1 91 SCALE: N.T.S. REVISION: PAGE NAME: SYSTEM MAP FA -3 SHEET 3' OF 3 _501 12 1 2 1 SO__ 155 BTROBE CEILING O.00DOW 1 1000 O.DDDuuu 2' ut wO 13 2 SCWL 30cd STROBE CEILING 0.000000 0.063000 0.000000 0.128000 14 1 2 1 PC2WL 115cd HORWSTROSE CEIUNG 0.000000 1 0.071000 0.000000 10.142000 15 1 P02WL 130cd HORWSTROBE CEILING 1 0.000000 0.090000 0.000000 0.090000 BATTERY CALCULATION Top of Device a oa" DEVICES DUAN FOR 3298 YOUNGFIELD ST TOTAL CURRENT PER DEVICE Lens of Strobe i-- 71 WIRE GAGE ESTIMATED ONE-WAY WIRE DISTANCE Too of Cabinet HOURS OF SUPERVISION: 24 HOURS Circuit 1 FACS FkPS Mr 6• MINUTES OF ALARM: 5 MINUTES below 8'0' PANEL: NOTIFIERNFW-100X FAA h1AP calling (96') __. _ . . CURRENT ADDRESSABLE DUCT SMOKE DETECTOR MlnMin _ _ ... Device Device Total Total PART 0.126 Supervisory Alarm Supervisory Alarm OTY NUMBER DESCRPTION Current Current Current Current 11 NFW-100X FIRE ALARM CONTROL PANEL 0.141000 0.257000 0.141000 0.257000 2 1 NANNB'VV LCD ANNUNCIATOR WHITE 0.040000 0.040000 0,040000 0.040000 _501 12 1 2 1 SO__ 155 BTROBE CEILING O.00DOW 1 1000 O.DDDuuu 2' ut wO 13 2 SCWL 30cd STROBE CEILING 0.000000 0.063000 0.000000 0.128000 14 1 2 1 PC2WL 115cd HORWSTROSE CEIUNG 0.000000 1 0.071000 0.000000 10.142000 15 1 P02WL 130cd HORWSTROBE CEILING 1 0.000000 0.090000 0.000000 0.090000 VOLTAGE DROP CALCULATION PANFI - &nT1FIFP NIFW.lnnY I M.ATIr11F 12aR v! R.Y.FIFI n CT TOTAL CURRENT AVAILABLE FOR DEVICES CIRCUIT NUMBER Top of Device a oa" DEVICES DUAN CURRENT PER DEVICE TOTAL CURRENT PER DEVICE Lens of Strobe i-- 71 WIRE GAGE ESTIMATED ONE-WAY WIRE DISTANCE Too of Cabinet CIRCUIT FINAL VOLTAGE MIN. OPERATE VOLTAGE 6.000 Circuit 1 FACS FkPS Mr 6• Mnx Top of Unit 0.041 below 8'0' - FAA h1AP calling (96') __. _ . . CURRENT ADDRESSABLE DUCT SMOKE DETECTOR MlnMin _ _ ... Top of Hoz 7'6'6'8' (90') CBO') 6'0' 5'4' 4'0- (72') (64') (40') - VOLTAGE DROP CALCULATION PANFI - &nT1FIFP NIFW.lnnY I M.ATIr11F 12aR v! R.Y.FIFI n CT TOTAL CURRENT AVAILABLE FOR DEVICES CIRCUIT NUMBER CIRCUIT TYPE CURRENT PER CIRCUIT DEVICES DUAN CURRENT PER DEVICE TOTAL CURRENT PER DEVICE CURRENT PER CIRCUIT REMAINING STARM'G CIRCUIT VOLTAGE WIRE GAGE ESTIMATED ONE-WAY WIRE DISTANCE VOLTAGE DROP CIRCUIT FINAL VOLTAGE MIN. OPERATE VOLTAGE 6.000 Circuit 1 NAC 3.000 15cd STROBE C 2 0.041 0.082 2.918 20.4 14 0.162000 _ _ . Above Finlshed Floor __. _ . . CURRENT ADDRESSABLE DUCT SMOKE DETECTOR 3 _ _ ... 2 P2WK 30Cd STROBE C 2 0.063 0.126 2.792 20.4 14 wire Daae resistance ohms per 1000 feet P2WK SYSTEM SENSOR HORN/STROBE EXTERIOR 2 TOTAL 0.191290 1 2.809700DEVICE IScd HIS C 2 0.071 0.142 2.650 20.4 14 suPERasoRr: 1 06-ELOCKKFA CIRCUIT LOCK OUT KIT 1 CURRENT Voltage s are calculated assuming 9 P s al of 14 30cd HIS C 1 0.090 0.090 2.560 1 20.4 14 _ AVAIL: 6.000 the bad is at the end of the circuit 16 5.08. 0-) 24 HOURS OF SUPERVISORY: 75cd HIS C 3 0.143 1 0.429 2.131 20.4 1 14 1 200 1 1.109 1 19.291 1 16.000 4.590960 AMP HOURS T _ CURRENT ALARM: REMAINING 3,544 Circuit NAC 3.000 75cd HIS 1 0.121 0.121 2.879 20.4 14 � 1VOLTAGE DROP CALCULATIONS CONTROL PANEL 5 MINL MINUTES ES OF ALARM: 0.083333 HOURS 75cd HIS C 2 0.143 0.286 2.593 20.4 14 SUB -TOTAL: 0.234142 1 AMP HOURS 95cd HIS C 1 0.165 0.165 2.428 20.4 14 1 10c WS 1 0.162 0.162 2.266 20.4 14 230 1.077 19.323 16.000 Circuit 3 NAC 3.00075cd WS C 3 0.143 0.429 2.571 20.4 14 110cd WS WP 1 0.212 0.212 2.359 20.4 14 175 0.716 19.684 1 16.000 Circuit 4 NAC 2.000 111 Ocd HIS WP 1 1 1 0.212 1 0.212 1 1.788 1 20.4 14 1 SO 0.108 1 20.292 1 16.000 8 PC2WL 75cd HORWSTROBE CEIUNG 0.000000 0.143000 1 0.000000 1 1.144000 All heights are - PANEL TOTALS NOTIFIER ADDRESSABLE SMOKE DETECTOR 2 NOT-BG12LX 1 P2WL 75cd HORWSTRDBE 0.000000 0.121000 0.000000 0.121000 measured from <AFF) TOTAL NOTES, NEC 2017 TABLE 8 1 P2WL Nord HORWSTROBE 0.000000 0.162000 0.000000 0.162000 _ _ . Above Finlshed Floor __. _ . . CURRENT ADDRESSABLE DUCT SMOKE DETECTOR 3 _ _ ... 2 P2WK 110cd HORWSTROBE EXTERIOR 0.000000 0.212000 0.000000 0.424000 SYSTEM SENSOR MULTI CANDELA HORN/STROBE USED 2456 All current calculations are in amperes. mP wire Daae resistance ohms per 1000 feet P2WK SYSTEM SENSOR HORN/STROBE EXTERIOR 2 TOTAL 0.191290 1 2.809700DEVICE MOUNTING HEIGHTS TOTAL Al voltage calculations are in volts D.C. 12 2.01 1 06-SS000673 suPERasoRr: 1 06-ELOCKKFA CIRCUIT LOCK OUT KIT 1 CURRENT Voltage s are calculated assuming 9 P s al of 14 3.19 1 NOTIFIER 6A TRANSFORMER SUB -TOTAL' 0.191290 AMPS - _ AVAIL: 6.000 the bad is at the end of the circuit 16 5.08. 0-) 24 HOURS OF SUPERVISORY: 24.000000 HOURS � l V TOTAL Voltage Drop = Resistance X (one way wire Distance X2) X circuit Amps 18 8.08 -_ SLR -TOTAL: 4.590960 AMP HOURS T _ CURRENT ALARM: REMAINING 3,544 SLS ­T5 2.809700 AMPS - � 1VOLTAGE DROP CALCULATIONS CONTROL PANEL 5 MINL MINUTES ES OF ALARM: 0.083333 HOURS SUB -TOTAL: 0.234142 1 AMP HOURS 4.590960 1 AMP HOURS 0.234142 AMP HOURS 4.825102 AMP HOURS 0.965020 AMP HKK1fRS SYMEOL DESCRIPTION BATTERY CALCULATIONS CONTROL PANEL ()I AN PART 4 nFccRIPTInKi 1 NFW-IOOX NOTIFIER ADDRESSABLE CONTROL PANEL 1 ANN -80-W NOTIFIER LCD ANNUNCIATOR WHITE 8 NP -100 NOTIFIER ADDRESSABLE SMOKE DETECTOR 2 NOT-BG12LX NOTIFIER ADDRESSABLE PULL STATION 1 NH -100 NOTIFIER ADDRESSABLE HEAT DETECOR I NC -100 NOTIFIER CONTROL MODULE 8 NC-10GR NOTIFIER ADDRESSABLE RELAY MODULE 3 NDM-100 NOTIFIER DUAL MONITOR MODULE 4 NMM-100 NOTIFIER MONITOR MODULE 3 DNR/NP-100R ADDRESSABLE DUCT SMOKE DETECTOR 3 RTS151 SYSTEM SENSOR REMOTE TEST STATION 4 SCWL SYSTEM SENSOR MULTI CANDELA STROBE CEILING 2 P2WL SYSTEM SENSOR MULTI CANDELA HORN/STROBE 14 PC2WL SYSTEM SENSOR MULTI CANDELA HORN/STROBE CEILING 2 P2WK SYSTEM SENSOR HORN/STROBE EXTERIOR 2 ELK -1280 ELK 8 AMP HOUR BATTERY 1 7077P-88-ULP AES RADIO TRANSMITTER 1 ELK -12120 ELK 12 AMP HOUR BATTERY 1 06-SS000673 CUSTOM SSI LOGO DOC CABINET 1 06-ELOCKKFA CIRCUIT LOCK OUT KIT 1 DTK-120HW 120V SURGE SUPPRESSOR 1 FL-XRM24B 1 NOTIFIER 6A TRANSFORMER MATERIALS LIST D14 M23 I_j N WP 5�, EOL IafCIRCUIT 3 75 M25 WP F.4A, ArM-�i`T-- E° R�-CIfi2CUIT 4 r NOTI I_R MAP ,�{�/! �� �� EOL -CIRCUIT 2 NFA` -100X 9 LTJ 75� 7 775 110 RE 120VAC CONTROL �/K'C ^\s EOL CIRCUIT 1 DEDICATED PANEL 'c' i- 5 5 75 30 x`15 L ., �30 AES W/ IJMOI DOI D06 M09 D07 D08 D09 M10 M11 � s 7707F F �AA A2 �Z 2 P 2 P CSP 2 P AIM' AIM RADID p LNSCE!v KHS KHS' M02 M04 M05 M06 M07 Moe M 0 3 ONE LINE DIAGRAM A02 FACP FIRE ALARM CONTROL PANEL MAP GRAPHIC MAP SYSTEM ❑F PULL STATION ®p SMOKE DETECTOR (PHOTOELECTRIC) O13s F HEAT DETECTOR 135' FIXED TEMP I (`_/P DUCT DETECTOR (PHOTOELECTRIC) XRTS REMOTE TEST STATION WITH RESET SWITCH A� ADDRESSABLE MONITOR MODULE AIM2 ADDRESSABLE DUAL MONITOR MODULE 01111 ADDRESSABLE RELAY MODULE STROBE (NUMBER C O. INDICATES CANDELA) C INDICATES CEILING MOUNTED HORN WITH STROBE C �75 (NUMBER INDICATES CANDELA) C INDICATES CEILING MOUNTED f- -f WATER FLOW SWITCH f TAMPER VALVE EOL RE END OF LINE RESISTOR LEGEND , np 2ND FLOOR 1 ST FLOOR 135' DO New sprinkled two story building. Installation of a new addressable Notifier NFW-100X fire alarm system. Installation of synchronized, temporal sounding horn/strobes. Area: 9731sf Occupancy Group: A-2 Construction Type: V -B Codes Used: IFC 2012ed., NFIDA 72 2016ed. (�:1SCOPE OF WORK DFSCRIPTION CI ASS TYPF SIGNALING LINE CIRCUITS B 2 #16 AWG FPLP HORN/STROBE CIRCUITS B 2 #14 AV/G FPLP M REMOTE TEST STATION CIRCUIT ( k16 AWG fPLP (�::)WIRE CHART THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT, WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH ITWAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTOR: 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBMmAL PREPARED BY: A D S Alarm Design Solutions Inc. 8391 Delaware St, Suite 103 Denver, CO 80221 (303) 828-0802 alarmdeslgnsolu@cs.com NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES Fre Protection Engineering Technolog Fr Al.- Systems �oJ-1 Joel Blatt S. E.T. NICET #103704 Level IV EXP. 10/1/2019 DATE:06 14 19 1 SCALE: N.T.S. REVISION: PACE NAME: TITh PACE FA -1 SHEET 3 OF 3 I' J M O LLJ MO w � IJ � O �/� V I Q/ _® ® LL_ -j�� O Dr , np O U U W (� : W O U 0 0-) � l V / ^ _Lrte" T THIS DOCUMENT IS THE PROPERTY OF SAFE SYSTEMS, INC. LOANED TO RECIPIENT IN STRICT CONFIDENCE AND SHALL NOT, WITHOUT PRIOR WRITTEN PERMISSION, BE DISCLOSED, REPRODUCED, COPIED OR LOANED, IN WHOLE OR PART, OR USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH ITWAS INTENDED. ACCEPTANCE OF THIS DOCUMENT WILL BE CONSTRUED AS AN AGREEMENT WITH RECIPIENT TO THE FOREGOING CONDITIONS. FIRE ALARM CONTRACTOR: 303.444-1191 421 SOUTH PIERCE AVENUE LOUISVILLE, COLORADO 80027 SUBMmAL PREPARED BY: A D S Alarm Design Solutions Inc. 8391 Delaware St, Suite 103 Denver, CO 80221 (303) 828-0802 alarmdeslgnsolu@cs.com NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES Fre Protection Engineering Technolog Fr Al.- Systems �oJ-1 Joel Blatt S. E.T. NICET #103704 Level IV EXP. 10/1/2019 DATE:06 14 19 1 SCALE: N.T.S. REVISION: PACE NAME: TITh PACE FA -1 SHEET 3 OF 3 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE InspectionType: Job Address: Permit Number: 4-, J No one available for inspection: Time kMIPM Re -Inspection required: Yes .'-'NO When corrections have been made, schedule for re -inspection online at: httpYAvww.cLwheatridge.co. uslinspection 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: PC j'fi''17r�- t° -a v ❑ No one available for inspection: Time M M Re -Inspection required: Ye _,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 _:�9�Building Inspection Division (303) 234-5933 Inspection line ,(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �?- Job Address: Or Permit Number: ❑ No one available for inspection: Ti' a AM/PM i --T Re -Inspection required: Yes( I When corrections have been mads call or re -inspection at 303-234-5933 Date Inspec DO NOT REMOVE THIS NOTICE ? i CITY OFNHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: "� 11 -Q 5 Job Address: Permit Number: (, "Z) 2 ❑ No one available for inspection: Tame�� �'� AM M Re -Inspection required: Yes No When corrections have been made call or re -inspection at 303-234-5933 Date:,:a(�- l:' 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: Job Address: _ rn Permit Number: 3FZI : ( 4 ❑ No one available for inspection: TiM/PM Re -Inspection required: Yes CoD When corrections have been made, 6a/ f inrspection at 303-234-5933 - DateP` — "Inspec`oG DO NOT REAI VE 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: '� 7 8 Permit Number: �I��'-�? _ `7 ❑ No one available for inspection: Time 1 ! AIVI/PM Re -Inspection required: Ye6(tiNo...,) When corrections have been made, call for re -inspection at 303-234-5933 Date:.9_ i(),inspector: "- DO NOT REMOVE THIS NOTICE MM 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 z .. �— Job Address:.'tl�_ Permit Number: e ❑ No one available for inspection: Tirhe : �2 AM/PM Re -Inspection required: Yes s`"o When corrections have been made, cA// for re - ins fi6—n at 303-234-5933 Dam '��" ` Inspect 4� R 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 Type: Inspection T e: `t -°--m F p , Job Address: ° sc- Permit Number: > Q_ ❑ No one available for inspection: Time"` PM Re -Inspection required: Yes , When corrections have been made, ca, fo re -inspection at 303-234-5933 DO -7 Inspect r: DO NOT REMO THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F00 r"L,6 LC__ Job Address: nf Permit Number: ❑ No one available for inspectio mime Re -Inspection required: YQ... No When corrections have been made, call for re -inspection at 303-234-5933 Dater' / r, %` 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: %� 1' �_ �__ ' _eft r 47-54,4 Job Address: Permit Number: 1 � ❑ No one available for inspection: Time Re -Inspection required: Ye",,'__No When corrections have been made, call for re -inspection at 303-234-5933 Date: PN_ a _ Inspector: DO NO , 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: ❑ No one available for inspection: Time C7" -7b -M/P Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: -/:j . ! 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: 1`�`�� iE;7 t—� -� <_ Job Address: `3 ZZ' -f—+ 'r=2a7 Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes(oo D When corrections have been made, call for re -inspection at 303-234-5933 Date:- , ) - / l Inspector: A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 1,95---- �cs-"'L VAZ- INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Timet - Re -Inspection required: Yes`(rNo,� When corrections have been made, call for re -inspection at 303-234-5933 Date: -D I., Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201901105 PERMIT NO: 201901105 ISSUED: 08/08/2019 JOB ADDRESS: 3298 Youngfield St EXPIRES: 08/07/2020 JOB DESCRIPTION: Install 1 s/f face lit channel letters on the business radius (91.25 sq ft), 1 s/f channel letter set above and below the canopy (95 sq ft), 1 s/f wall sign (75 sq ft), 1 s/f halo (reverse lit) wall sign (187.1 sq ft) Tenant: Uncle Julio's (Hacienda Colorado) *** CONTACTS *** OWNER (720)440-1326 US RETAIL PARTNERS LLC SUB (920)983-6700 John Mortensen 018134 Jones Sign Company SUB (303)421-3390 THOMAS N. EDLUND 019555 VIKING ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 570 / Banks BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 32,338.19 FEES Total Valuation 0.00 Plan Review Fee 347.13 Use Tax 679.10 Permit Fee 534.05 ** TOTAL ** 1,560.28 *** COMMENTS *** *** CONDITIONS *** 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. City of Wheat Ridge Commercial Sign PERMIT - 201901105 PERMIT NO: 201901105 ISSUED: 08/08/2019 JOB ADDRESS: 3298 Youngfield St EXPIRES: 08/07/2020 JOB DESCRIPTION: Install 1 s/f face lit channel letters on the business radius (91.25 sq ft), 1 s/f channel letter set above and below the canopy (95 sq ft), 1 s/f wall sign (75 sq ft), 1 s/f halo (reverse lit) wall sign (187.1 sq ft) Tenant: Uncle Julio's (Hacienda Colorado) 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. l further the that I am legggally authorized to include alI entities named within this document as partes to the work to be performed and that all work to be ed is disclosed in this document an 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 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 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 permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicablde or any ord ince or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Ifuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Wcity of heat P, gc C,OMMUNrry DE LLO MkNT Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: PlawPermit # Plan Review Fee: V �J , l 3 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3298 Youngfield St, Wheat Ridge CO 80033 Regency Centers Property Owner (please print): ISS Retailers Phone: 303.300.5335 Property Owner Email: TomM Tenant Name (Commercial Projects Only) encycenter.som Property Owner Mailing Address: (if different than property address) Address: 8480 E Orchard Rd Ste 6900 City, State, Zip: Greenwood Village, CO 80111 Architect/Engineer: Elrod Engineering Architect/Engineer E-mail: tg(a)-elrodllc.com Phone: 615.890.9405 Contractor Name: Jones Sian Co.. Inc. City of Wheat Ridge License #: 018134 Phone: 920.983.6700 Contractor E-mail Address: permittingQionessign.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Bill O'Gorman Phone: .im Q74 intiR CONTACT EMAIL(please print): bogorman(c ionessign.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Viking Electric Plumbing: NIA Mechanical: NIA W. R. City License # 019555 W.R. City License # W. R. City License # Other City Licensed Sub: NIA Other City Licensed Sub: NIA City License # City License # Complete all highlighted fields. X�COMMERCIAL ❑ 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. Jones sign will manufacture and install (1) S/F face lit channel letters on the business radius (91.25 SQ FT; (1) S/F channel letter set above and below the canopy (95 SQ FT), (1) S/F wall sign (75 SQ FT), and (1) SJ halo (reverse lit) wall sign (187.1 SQ FT). Signs will be comprised of aluminum, acrylic, vinyl, and LED illumination. Sq. FULF BTUs N/A Gallons N/A Amps NIIA— Squares N/A For Solar: N/A Kw N/A # of Panels N/A Requires structural For Commercial Projects Only: Occupancy Type: N/A Construction Type: Tenant Build Out Occupancy Load: N/A Square Footage: 9-731 Sq- Ft. Project Value: (Contract value or the cost of all materials and labor included in the entire project) 32,338.19 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) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)r Signature (first and last name): (,J � DATE: 5/3/19 Printed Name: Bill O'Gorman ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: 111,AA PJA1,A.— 12,11m r--)Vv PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE 0�r Building Division Valuation: 3Z,37>7.11 0) o - N 0) co m O y 00 N LO mIM 6t ti fF jp J O y 00 N LO mIM NH�AWall Sign Calculation Sheet tiR j. O 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: 3'0141. f pend S Contractor: 619'S'S 619° nc 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 - 7S -c-4 4 3/y feet Wall 2 - feet Wall 3 - Idr � Meet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- _�� ° ?4Y square feet (� Awcoqk &kk t4/- Wall 2 allowable signage- square feet�� Wall 3 allowable signage- 1 m D . SO v square feet A ppl�eS Site Plan Scott Cutler From: Scott Cutler Sent: Friday, May 31, 2019 10:22 AM To: 'bogorman@jonessign.com' Subject: Permit Submittal - 3298 Youngfield Street (Uncle Julio's) Hi Bill — I'm reviewing the sign permit application for Uncle Julio's at 3298 Youngfield Street. We met with the landlord yesterday and he said that Regency Centers has not approved your designs yet and that they potentially may not comply with the approved Master Sign Plan or the City's sign code. I have the following comments and/or revision requests regarding the submittal: 1. The corner sign (CLA) plus the wall sign on the south elevation (CL.2) add up to 185 square feet. Based on the width of this fagade (107 feet) the maximum allowed square footage is 160.5 square feet, a 1:1.5 ratio. Please reduce the overall square footage so that the signs combined add up to less than 160.5 square feet. 2. The sign on the north elevation (CL.3) appears to extend above the top of the parapet wall. However, on the rendering (Sheet 3.0), that is not shown. We do not allow any signs to extend above the parapet wall so this sign needs to be reduced in size or at least reduced in height. Please confirm which is correct and modify if needed so the sign does not extend above the top of the wall. 3. The dimension of the northern fagade is not 107' and needs to be reduced. The diagonal wall facing west does not count towards the width of the northern facade. This may affect the allowable area of CL.3 so please modify if necessary but the reduction is likely not enough to require a reduction in square footage. 4. It was unclear how the lighting on the halo wall art functions (we do not count this as signage). All of the lighting should be fully shielded and downcast. If the light comes from behind the artwork, it appears it would be fully shielded but if there is external lighting it must be modified to be fully shielded and downcast. If this is not possible, it does appear there are 5 light sconces above the sign that project downwards and could potentially be modified to better illuminate the sign. LEDs must also be dimmable. Please submit revisions to the Building Division with the requested changes. Thanks, Scott Cutler Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us I � s* 1969 _2()19 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. 0 IL 1 r- �� � ?: MINING _. j� _ V ✓ < , PRIVATE DNING] /* ENTRY ACCENT TILE a BAR RECEIVED Jul' t DRY STDRAfiF R - l KITCHEN `50H ��– V"CME�NS40 -.. V �iF t lC E (a S/F FACE LIT CHANNEL LETTERS ON BUILDING RADIUS (Qty 1 SET) (0 S/F FACE LIT CHANNEL LETTERS CANOPY MOUNTED (Qty 1 SET) (a S/F HALO (REVERSE LIT) WALL SIGN (Qty 1) Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division = r APPROVED BY: 5Co'.7, DATE: / 0 co COMMENTS: K4tjR C&6^'%P << ♦"'r • --Z _ _ _ _ _City of CODE INFORMATION APPROVED ANY CODE LIMITATIONS TO BE DETERMINED Revie for pliance E(�IGC7fA&-�t S H4 Lt. LbMAy w tai2W4 13 i tai N.T.S. NF—c- JL; Plan E aminer Date &V of Me P -W51 - of the t code of of Q' oh e►aYAl Pan,+a Pffl+hTAD to qm "hadty to wok& or aw"t tht pnwnwu of tM MAAMno SV JONES SIGN Your Vision. Accornp,,N''ished, WWW.JONESSIGN.COM _ JOB #- 2 947-Rtf--" 01.16.19 Jim Pogo Steve Barryman REV. DATE By DESCRIPTION CLIENTAPPROVAL ► UNCLE JULIO'S HACIENDA, Colorado UNCLE "IN HACIENDA COLORADO Wheat Ridge CO 80033 3298Youngfield Street SHEET NUMBER 0.0 LANDLORD APPROVAL DATE ac )\` _ , SAF SEFVI�E CONCEPTUAL PO 'JS S 116, Et EY' (� �1✓ L BA;, r- - DAR PINING HOST,/ — ENTRY ACCENT TILE a BAR RECEIVED Jul' t DRY STDRAfiF R - l KITCHEN `50H ��– V"CME�NS40 -.. V �iF t lC E (a S/F FACE LIT CHANNEL LETTERS ON BUILDING RADIUS (Qty 1 SET) (0 S/F FACE LIT CHANNEL LETTERS CANOPY MOUNTED (Qty 1 SET) (a S/F HALO (REVERSE LIT) WALL SIGN (Qty 1) Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division = r APPROVED BY: 5Co'.7, DATE: / 0 co COMMENTS: K4tjR C&6^'%P << ♦"'r • --Z _ _ _ _ _City of CODE INFORMATION APPROVED ANY CODE LIMITATIONS TO BE DETERMINED Revie for pliance E(�IGC7fA&-�t S H4 Lt. LbMAy w tai2W4 13 i tai N.T.S. NF—c- JL; Plan E aminer Date &V of Me P -W51 - of the t code of of Q' oh e►aYAl Pan,+a Pffl+hTAD to qm "hadty to wok& or aw"t tht pnwnwu of tM MAAMno SV JONES SIGN Your Vision. Accornp,,N''ished, WWW.JONESSIGN.COM _ JOB #- 2 947-Rtf--" 01.16.19 Jim Pogo Steve Barryman REV. DATE By DESCRIPTION CLIENTAPPROVAL ► UNCLE JULIO'S HACIENDA, Colorado UNCLE "IN HACIENDA COLORADO Wheat Ridge CO 80033 3298Youngfield Street SHEET NUMBER 0.0 LANDLORD APPROVAL DATE ac Jill Roellig 11 07.29.19 RM REMOVE CL.3 FROM SCOPE OF WORK (� �APPROVED '-=""t ➢"" CONCEPTUAL ori a al..,n .,r. ��i.. hi.d dray r.c b .,o io Sign Co,�r. c,i „ r.- � , ,, , , , , _ - ,< .., . , .�. � - , used, r., .. -., _ , .; - ,� . r.. . .�5 .. i It �... r -_..on is,. coir ,., e � i, - � ,. - , a � i , r �, � th a , ec,; Dern olai. u.. foi .�,. ,, ,.ONES SIGN. a i...x,r .r, be no ,i o or.r outside i r � n i i .r ,r r , ,, .r � .... , ; ,..- - , ., , � :. art,, �,.. n , . i ,. _, .,, _ 9 f d Y 9 I i I 1 9 � s . t ar�y . s e,, i. f ,, �,. r ga 1 za..n, not ,.. �.t to �� u.,cd.. cp. r Jue�d, ,,cpicd or exl � b,..ed in any fashion .. J..,. >I .�.. dc,.ign c i ILc .,a.�a, , :..ir., r. t., of ,h., dr.,ig i n a.1y .,.g.. dont: by any ot. u. i ,.o,.)c�any, wrnou: rhe erp> o.,; t+a Ir1en ndn nission of )ON --S o.t� i n lav idc c � r r it , �, ,. ., - :,,, �� .,. ..,. „. ,rte. �dce n law carocs oto � < ,, r t, ) v I � �-. �_ {. v � 2.. �� ,. _ �.r,cha- _ �u.e. - f the _ _ror...,C NE.7 �IUf�..ai....�de aver to closely .Hare., c.�loi., ine.luai,� PMS where s �er_rfied. V!c can urs �. �m . exact � matches , bile c. s r v , .' ,�. f .. r r , r. �. .. <, , -. s - � .� ,r... I ( y g I r guar � .o ..a ,, niat,} _, , t 7 a yu.-J ,ornhat.b, iiv c f sc ace ma,crial. and paints u_,_d F{II si��., and ,.lrr�.c n..io..n ire tl�,.�,i aL.e .c, r„int.., c. c.n<. _p[oi. of pr o,,.ct and ar., no. to [�,. understood a., b.. r.g ._..a,._ sz . or exact : eale. ITF PI AN 199'-4" PROPERTY LINE MULTI -TENANT JOB a: 239947 R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL F= UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Rid e CO 80033WWW.JONESSIGN.COM SHEET NUMBER 0.1 LANDLORD APPROVAL DATE Steve Barryman RETAILA111 Q� Jill Roellig NOT A PART QcnP cVED ` / CONCEPTUAL "W NOW 54' 01 200.00' 14'-2" SETBACK LS 80'-9" O O 74'-8" SETBACK Lu ® Z_ J J i 4.0' F c1co -o - w a_ CLLu C:) I PROPOSED o a a v i HACIENDA RESTAURANT � FF. EL. = 5520.00 M a I 41'-5" SETBACK 7,598 SQ. FT. FOOTPRINT ® -- N 2,133 SQ. FT. 2ND FLOOR I I N 9,731 SQ. FT. TOTAL °1 I� 370 SQ. FT. 2ND FLOOR I 0 PATIO I �It: 1 80'-9" P LS S00° 54' 01 "E 200.00' S LS 06 LS t 199'-6" PROPERTY LINE � LS 36 — — — — — — — — — — w 04 CD 36 37 14 PROPOSED RI/RO — --- – ---� w ACCESS Q 00 YOUNGFIELD STREET 00 C) Z UNGFIELIPISTREET STRIPING UU a PLAN FOR YOUNGFIELD STREET — o STRIPING HACIENDA COLORADO AT APPLEWOOD VILLAGE SHOPPING CENTER SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL IMPROVEMENT PLANS NORTH e^ A 1 C. 4 /7rf77— 41 A7! nr2Ar%CITV 1 ldlCC L+CTn A t+VC+ r51 III r%ILI^ 1' IRACLlChle%L C+ A Alr% ^M A Llc r% e%I/ Ar11LIT vvr\L. L_. 1/VL — 1 —V 1 1w. L.1\1 • LF11W1L_Iw VFVIwV /"AIw Lf V1\AIwV lu IVF\..r V4F"r I: Y12 Ar24 --- -- — 5 35 PROPOSED 3/4 MOVEMENT ACCESS City of Wheat Ridge JONES SIGN .�, ; JOB a: 239947 R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO� S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Rid e CO 80033WWW.JONESSIGN.COM SHEET NUMBER 0.1 LANDLORD APPROVAL DATE Steve Barryman Colorado Q� Jill Roellig 17 97.29.79 RM REMOVE CL.3 FROM SCOPE OF WORK QcnP cVED ` CONCEPTUAL ,,, - - t. .n Il e., r:,u. ..Lead av ��.:o,�s _ia. _.. nr..L...c �r �. .or , .. ,..u. r >..I I,-, .�., - � ,- i rr _. _:__, ,. �:, � -„ .r � �,- �, � - :,: ,.. ,,. t .. .a ..� ,.,,,u.. b,l,�.., �.t ,tl: - a.,r.�: k,r ;r�,� JONES a.C,iv ,:ror.,, t..: .ti.,,,.0 ,,, n... u.....r d yo,i rl�a�l a. r..c �t L. L-ci r- o� ��- � .. d. 9 J .., � I - t i ,., : / a y dr, c , ,, � ..< - : i....:. u. � , ter. �. p.. -1 t,..u, ,.c. r. ICd � ,.xr. t� .� _ : a..y .a...uo.,. U.,r. of t i:., Je_Ign c, I'o r-- Sa �:, �.c. u,.ra.: of .> > di•slgrr I a . >�r � dr,nr, icy any other company, v.n u;u' the � •p. � �, v,r�:.r n . ,. nls:;ion of JOvESSG'V L: ar.. uiE,:�t a.. an,J< rr. i r, r ,, � .;. ,.. ,. .r i x ., .�_ ,, ..-,r. ,,.... ,, ;.,: �.. .. ,., .,.,. �,-,, ,., ,<--,-� . >. � .a .... cnif�.._.....-�(,a�t. 2.,.. ,. tl_..t. c. a.,. mc. �t�.--,1 :,. JUNES A.,I .V n.l _..da vor :.0 math including � � -r r r, r � --r. _..,h y ( h ( y O E. V I _a c .I<_riy a, _ color_, In .luc Lig �.� �� .c.. . _in_,.i roc- V/_can of guarr_nte _ � ar_r marc, I_s 'Pic n, va�y�ny .,r.mpaLL i,y of ,w f,,„e rear. r.aL ar.c paints u.,�d. NII ,Ic._� and rr r �. n.,l�r.., ale tlL hn at..0 r,. c.�:�t , r,unccp, o., r,F pro r,t a.» ar.- nor _u .x. r Iadt r.,toud a-, h _ Ly razac, s n o: ex�tu Hca,.., S/F FACE LIT CHANNEL LETTERS ON BUILDING RADIUS (Qty 1 SET) SQUARE FOOTAGE: 80.27 [BOXED] WEIGHT 310 LBS. SURVEY REQUIRED PROPOSED NOT TO SCALE R 17'-7" EN,DA- 0 PROPOSED NIGHT VIEW NOT TO SCALE COLORS/FINISHES MI&A ELEVATION SCALE:1/2" = V-0" BUILDING IS FULLY PLYWOOD. PLEASE NOTE SIGN CL.1 IS ON A RADIUS- R1 T -T' AS PER PLANS. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN SPECIFICATIONS P-1 SPECIALTY PAINTED - BASE OF SW6006 BLACK BEAN w/ SEE LETTER DETAIL P-2 MP BLACK ® SW2803 TERRA COTTA V-1 3M 7725-12 OPAQUE BLACK VINYL (CONTOUR ON THE WORDS UNCLE JULIO'S AND HACIENDM 4'-7 3/4" 3" DEEP 5" DEEP \1 3" DEEP NIGHT VIEW LIGHTING IS FULLY SHIELDED AND DIMMABLE SCALE:1/4" = V-0" NOTE: ALL LIGHTING IN SIGNS 2700K -NO MORE THAN 3000K. THE BUILDING'S EXTERIOR LIGHTING IS AT 2700K, THE SIGNAGE MUST MATCH THE BUILDING LIGHTING. 5" SIDE VIEW SCALER/2" = V-0" City Of " Vheat Ridge ilding JONES SIGN Your Vision.ACCOmphi,! vis WWW.JONESSIGN.COM Job � 239947_R11 L; 01,16,19 L'F Jim Pogo Steve Barryman Jill Roellig REV. DATE By DESCRIPTION CLIENTAPPROVAL � UNCLE J U L I 0 S HACIENDA Colorado UNCLE JULIO'S HACIENDA COLORADO 3298YoungfieldStreet Wheat Rid e CO 80033 SHEET NUMBER 1.0 11 07.29.19 RM REMOVE CL.3 FROM SCOPE OF WORK LANDLORD APPROVAL DATE QC Q APPROVED CONCEPTUAL -Sign r n a , an u �. ;I ed d a ,c _0 lea Co.. Inc h �..: ir�r your personal use �i. r �snau cuon with a ,n, ec. hero r.an.�,.., r�>i �.r „ _�_JLo .,.GN. n �. xs to h shown v � r rr �� is , � r � �+. � � c � - , elements - � - other �„ - . , _, ,� ,, �.+.� . , .. 9 ( YY ! ! 7 9 ! t . ,c > c4 n t> any. n _ outside, of Ysw organi:.au nnr __ t to be u.,cd, �,,a. o�.rr,r.<c. .., ie.a ,�i cxh.t>..eq .n ar.y a..non. Use of th.., design or the ..alie�.t �Itmcnf., of thi.> dc...iyn .n a,�y sgn doer, by any otf c.r o. „Isarry. vw,hc,ul ILc cx.(,rC,,S ��, r.„ten n,. r, ninon .d JUNESGN. i.. forbidden h la.. and i. r _ . a r nlto,'!'a r _ r � u r < < + -. , � _ „- - .. .. , ,., .. �, ,,. � .. . , ... .... .. .. ... ,.ratr_,. colors, inrlud.� .,. where . ;r \ r cannot rr exact � r t hr � � . , , �. <� „� , „ - _ . , CV a "T'ire c f up t � 2u _ .. tt . pire ate., pi -u, of the .,Ig.,, „ONEo Slbh .vile ....J�avoi .o vlr,_cly g M t - sr -a ied. J_ ca.�. J[ g�arant_ _ exa t i a c _s d. ie t�> aaryiny �ompatl n, .,� ,,,i.ace mat�naL, and paints u,.� d. ASI slzc� and d«,�cn.,w.,s are tlls-:rl at,.n u _ c i�,tt� umc..l.uon of prctu.t and arc no. ,o be u.ider.�tood a., b.n.g rxa�t si7F or �xau �caie. city of W seat Ridge JONES SIGN �iissan. Accomplished. JOB a: 239947_R11 01.16.19 Jim PogoWheatheat REV. DATE By DESCRIPTION CLIENTAPPROVAL � UNCLE JULIO'S HACIENDA -W UNCLE JULIO'S HACIENDA COLORADO ngfield Street'aur Ridge e CO 80033 SHEET NUMBER ■ LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Jill Roellig 11 07.29.19 RM REMOVE CU FROM SCOPE OF WORK Colorado QC ((' APPROVED ` �- - :_ Si� -' CONCEPTUAL ih_ ioan oririi is n.r,Lcd dani... �. Sign inc, ...,, i , o ., r,r,. �,.,� , � .r �,- „- '„ :- �.. �r� : �:. -, ., ._ outside ::, -, r, ,:�: ,.,,: �,;, , � ,1 ,a. u, u b Jo C'S. .. l.. t ,. ., rra: u_-:.. _. ,.1 „ice.. �...ha ,:,��b-r: u. i i , p , n ,, -.-, �.,; -,. design ;,�, .. �. , .. n �; -�-,, J I d Y y � I r f 1 r, y , a , u. r. (.r you L, JUNES S L �...... »� to be � i..a. �,> anyone or ..,idc ul yo.� r 3a.,,_a..,.. . _o.:.. a ,c L,. u.•,_o. �, p. <. ,ae.,, c -d, copied or i,xl ::�:.td ,,, a .y a..:no.�. Use of this .i�srgn or the .:a ,c.. I. �:,-::n.. nt.. of .� ., d�_:Iyn .. a:�Y..a:� dow:, by any c.tncr cu^.?pang, vvI ic,- Ire cxp.e>s wr'.ten p2rmisson of OV �S ,� 1 I i r. civil r. , n,. r r r k J IE GN.is.-r �irelo a.. and .ar _.,a,�d for:_t,ire. cfu�ro s., �.t _.�t ch .. iir<.� h rr � �.i i r x c > > 2 r a, � r. I.. , f f _ sign. „ONE � SIGN %ill .:deavo, .o rlosel atr. color,, In<,IO.,m Mme, v�t:c.rr. �r,r-a Itd. LV_ can:x>t uara,�tee ...act macs::,, dne to oar n? r,om �ahL:.0 of u,fare matr:ndl., anc, >alnts u..�d. NJ slzc., and t1;r.en.,I,Jrs are ill,.i.,u alai .rn r.,Ia, nt � <.once..tion of orolou acid ar.: not tt, ar, lu�der„tood a_, b..rn cxaa size: or ex ct .caie. - f P 3 Y 9 a Y 9 f Y f f E I g a> ON WEST ELEVATION 80'-9" A .. .: `::..� WEST ELE ATI0I`A Y ct` SCALE: 118" = 1'-0' LOCATE TO CENTER OF ARC OLOCATIONS OF POWER OUT /'City of at Ridge Building pivjSo;; JONES SIGN� k Jae u 239947 R11 _ 01.16.19 Jim Pogo o CLIENTAPPROVAL UNCLE JULIO'S S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 1.2 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Jill Roellig 11 07.29.19 RM REMOVE C1-3 FROM SCOPE OF WORK Colorado Oc (1('APPROVED �� CONCEPTUAL 0 ,1 w 3 0 a 0 0 o M � - M I: OLOCATIONS OF POWER OUT /'City of at Ridge Building pivjSo;; JONES SIGN� k Jae u 239947 R11 _ 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO'S S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 1.2 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Jill Roellig 11 07.29.19 RM REMOVE C1-3 FROM SCOPE OF WORK Colorado Oc (1('APPROVED �� CONCEPTUAL This is an original. unpublished ,I- :..� ddrawing � 'o •v . ,. or r n: r. cti n „ I•being , - ,,. fo l r , ori ua.ur .ail .,l �. h Jones Su�i�C. li L.,f,. your personal userro �n..� �. aha a_�.,.:� ic,l � yo , , N �- , ,� nna-r,.��., �rnr .. :_ � .<� �-i reproduced, _ it .'-.�,+: � h Use ,•'�� r �.,i. � .. 9 r Y Y f , lu. I I la . , , for , �. , J�. 6S 5 C, �_! .� nor be s u any_.__ ,iac of you! gani�a.�on, nor � t to be u._cc cpr� chactd, copies �r exh a _ce n any las. ron �.,c. of d�,i�n or r',e sal,enl el; mems of ni design n :r / ,�, 'done by any o[frer company, wr x c. !I;e axr rens � r'_;�n pe ,�'ission of ,- SS -::.ii uis ....,.. i - PMS r, JON tS S GN fc... � d=an n ia�r�' at r, rr�. a riv'I rte*�, • r � 0 5 -� �; .. � � -ran ,. � i • : ). ., i P: r. e �-�x r � r: � I, hd - .a a ,5 r f7 t., r. of t 2 [ �r, .Lass ii...ft ..:cr.. „C NE. �IVti .vr.l endeatoi ro rlu�[ n :c.., nru. rnrk nin .c ra ;�'Ir VVI, , me-.. r r i r -hili � ruf reri r-- r� r r � >> -,7n -i-, <. �> r:�.�i�. � r''' *�t- y r f p _ ,ly a .. I �, �, g Ui., w _ 5p: �i. _d. c rannc t guara exact mat_ ins d re [n aaryng c �mpati , ty of �r a _ , r a[_nais ai d 6 ai_ is ,s.d. All slr�s and d.n cn_ i � n are L, strafed .� ciien[^ c.< r_ . _I. [ c r. c f protect and are not .c, �e understood as being enact srzc or exact soale. S/F FACE LIT CHANNEL LETTERS ON BACKER ATTACHED TO CANOPY (Qty 1 SET) SQUARE FOOTAGE: 75.55 WEIGHT 325 LBS. SURVEY REQUIRED PROPOSED NOT TO SCALE ELEVATION SCALE:1/2" = V-0" m 14'-2" 14'-0" 0mci LA =I m z1r•_.., 3" DEEP 5" DEE BUILDING IS FULLY PLYWOOD. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN PROPOSED NIGHT VIEW COLORSIFINISHES NOT TO SCALE P-1 SPECIALTY PAINTED - BASE OF SW6006 BLACK BEAN wl SW2803 TERRA COTTA SPECIFICATIONS P-2 MP BLACK SEE LETTER DETAIL V-1 3M 7725-12 OPAQUE BLACK VINYL (CONTOUR ON THE WORDS UNCLE JULIO'S AND HACIENDA)) 4'-61/2” NIGHT VIEW LIGHTING IS FULLY SHIELDED AND DIMMABLE SCALER/4" = V-0" NOTE: ALL LIGHTING IN SIGNS 2700K -NO MORE THAN 3000K. THE BUILDING'S EXTERIOR LIGHTING IS AT 2700K, THE SIGNAGE MUST MATCH THE BUILDING LIGHTING. 3" SIDE VIEW SCALE:1/2" = V-0" OnY of V fheat Ridge ONES SIGN ��� ;, JOB #: 239947_R11 01.16.19 � � _ . _ JimPogo REV. DATE By DESCRIPTION CLIENTAPPROVAL r UNCLE J U L I O S 1 H1ACIEND,A -Wheatt UNCLE JULIO'S HACIENDA COLORADO 3298 gfield Street RidRid e CO 80033 SHEET NUMBER 2.0 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Colorado OC Jill Roellig 11 07.29.19 RM REMOVE CL3 FROM SCOPE OF WORK APPROVED Q CONCEPTUAL I, is anon ,n_i...shed dra.�nob ., n� Sign Co,,r �s urr. .,r r �. r ,. , ,:,,, -.„. ,.,._. �._ _, .:,-: : �- � .. � - u a. i o s� I L .. I, �., r r icrsonal usr.: _o ,. �.r,��, nl l r� , being planned i s c i r f r .• � .: �u < 1 la : t. J for of .� JONES SIC �.:t .. u,l. .o r,� s u v.. to an or,c r u..,ioc of .,u r I a, n[a:..c ,:.,:.� �t to he u..,cd. rr... odt:ce�d .,c ntd Or r.xl. k,,:,.e ,r a „ :a.: :,i,�,,. Js�• n( ,h ricsi, ino, tle ::a,ien _ ,:. as ut : , dr�.�.ir n �❑ r sign or e� , c. ,.• rr-.-�.- n , �r ,r ., r_�,. , i. .- ..�. 9 ! ., Y y � ) f t t a r, r 9 , Y Y Y � � � P f a ,� ar 1 - � �: d t , by any t. _r .. _,ia y, v, a un .the crp es v�. r �,�n p,,rmu.,lon of I r , Sh��S forbidden i i u i r_i r n. , r .r r i •�- -.. - �. t-. E GV. L, �bdc E, .b a.. and .ar _�ac civil forf_:.u.. of u�t� 5.., wc. r c >i t.. r � .: - - r r �. .�...: .. .,�._. �. .... :�.. ,,{ � .,, ,. ,,.� 2 r a,.. � c.. c .,Iq :, „ONES SIGN will e cfeavor .o closely rr a,cl color.,, rnc.lual,l PMS wt..r<. .� „_cfled. W-, can. �c.. uara:,t.e exact ni.Atr..res d,lc. to varying compatibility rt of ,urfar_e maul lal , dl.r, oauns its, .all olz..., and cfunEn..lot:n art- tll.,.. [I at,.<. e�. c:lent � conception of xou.ct a�r�r c. r., . to , c tr dr � - � � exact c... r, r , _ ,.-, Y r r C � Y 9 r 9 Y y F Y F a > >. T. ,r>tood a� b� r y .ra •. 5¢. � exact _c,alc. E ON SOUTH ELEVATION LOCATE 107'-0" T(1 (ENTER ih I C111 3 4 `.. , 1 I 1'•8"ITO CENTER: 9'-3112 TO CENTER — i �1 N i t T— 1 , ' OLOCATIONS OF POWER OUT 20'-7 112" TO CENTER It I i T T � IppwI �I Or -,SOLO T H E[_E A T KM SCALE: 1/8" =1'-0" I i 111'.11 I. Iii h City Ot P n r: t `'Fear Ridge `ildiR9 Divisor: JONESSIGN JOB �: 239947_R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL � UNCLE JUL10 S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ride CO 80033 SHEET NUMBER 2. 1 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Jill Rol 11 07.29.19 RM REMOVE C1.3 FROM SCOPE OF WORK Colorado QC APPROVED �c ...-`"'° CONCEPTUAL �. ,..- „<:. �.. Us,; of [rn., design the _aue.nt elrmerr[< of ,'iu dcsion � � ar'- s;rn done :, �,n c,ti,.ur u. �a:-,.� c�r,.-ou.. II:: --r.re. Hint, -- i n ermi^s�. cf JUNES 9 ,. F 4 J r GN. L, �rbldc cn h la., ant! carries a cvr. taf_ .ur� of u_ to 2u ,..h - ..r. c. a., . �uu, of tnc .,lar:. JC'V E... b1G�..via endeavor a.cn �o c1o5c�1 ... r . colors, i u I , . � f r r r.f, guarantee -' r �, , � r , r - I , . Y - , _- f n f ., fe . y a. t - In .I-� ncd M� v. cr_ _I- ccl I _d W _ ca. i.. _ r guara, e enact matches drrn to ,ary.l.g .ompahfnitty �f _�.:acc ma[e�tiaL an(i Pmr is u_Ed SII .,¢_s and Jlme.�.,lor.., are II ,t.,Il aC�u .r,. client ,.onc�t,..or. of },re,ice.t a:rJ ar.- nor .o be u:iderstood a., b...ng ..,do. Flu_ or exact ,tale. L. . 1 5 CHANNEL LETTER DETAIL PRODUCTION NOTE: ACCESS PANEL REQUIRED FOR SIGN SERVICING POWER SUPPLY MUST BE WITHIN 10" OF ACCESS PANEL WHIP LENGTH NEEDS TO BE 10'-0" BUILDING IS FULLY PLYWOOD. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN COLORS/FINISHES ® P-1 SPECIALTY PAINTED - BASE OF SW6006 BLACK BEAN w/ _ P-2 MP BLACK ® SW2803 TERRA COTTA _ V-1 3M 7725-12 OPAQUE BLACK VINYL (CONTOUR ON THE WORDS UNCLE JULIO'S AND HACIENDA)) "UNCLE JULIO'S" & HACIENDA " SELF CONTAINED FACE LIT CHANNEL LETTERS SCALE: NTS 'EDGE OVERHANG :R CABINET NOTE: SET CL.2 WILL BE CUSTOM MOUNTED TO CANOPY Ol .040x' X 5" PRE -FINISHED BLK/WHT ALUMINUM COIL (WHITE INSIDE) Q2 #8 -'/2" PAN HEAD SCREWS �3 1" PRE -FINISHED BLACK JEWELITE CHEMICALLY BONDED TO FACES ® .150" WHITE LEXAN WITH V-1 APPLIED 1ST SURFACE (JAGGED ON HACIENDA) O5 3000 WARM WHITE LEDS (OR EQUIVALENT) © .063" PRE -FINISHED BLK/WHT ALUMINUM BACK Q7 1/4" DIA. WEEP HOLES (EXTERIOR APPLICATIONS ONLY) ® SPECIALTY PAINTED ALUMINUM BACKER PANEL W/ JAGGED EDGES P-1 1�9 MOUNTING HARDWARE (TBD BY WALL CONSTRUCTION) 10 7/8" ELECTRICAL HOLE / 3/4" COUPLER WITH FLEXIBLE CONDUIT 11 LED POWER SUPPLY LOCATED INSIDE BACKER 12 TOGGLE SWITCH / MOUNT TO TOGGLE FRONT TO BACK @3 3" X 3" X .188 CONTINUOUS ALUMINUM MOUNTING ANGLE / TOP AND BOTTOM 14 1/s"ALUMINUM RETURNS 15 1-1/2" X 1-1/2" ALUMINUM FRAME WELDED TO FACE & RETURN 16 FABRICATED ALUMINUM SHELF FOR POWER SUPPLY ACCESS AT TOP OF CABINET 17 U -CHANNEL FRAME AND SLIDING ACCESS PANEL OF .040" ALUMINUM PAINTED TO MATCH CABINET NOTE ELECTRICAL WHIP MUST COME OUT CENTER OF BACKER PANEL POWER SUPPLIES TO BE HOUSED AT SITE OF SLIDING ACCESS PANEL AT TOP OF BACKER CABINET. NOTCH FRAME & MTG ANGLE TO SUIT CLA ARE ON RADIUS WALLS. BACKER TO BE BENT TO RADIUS NOTE: "UNCLE JULIO'S LETTERS" ARE 3" DEEP AND WOULD BE REMOTE MOUNTED POWER SUPPLIES city Of , ,/"eat Ride JONES SIGN Job #:239947 R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO'S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 3.0 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman JiIlRoellig 71 07.79.79 RM REMOVE CL3 FROM SCOPE OF WORK Colorado OC CONCEPTUAL ., T;i. iii i ir � � ,,, _ .., ,, �_ _ -_ ,. ,� : .. -, ., _, �-. .:� ,.r. .,��. i- �,. cn ua., n.,. h..,h�a day. c b i � Con. i, r n ,., , -, -, ,. ., 9 I J S 9 � J I � , r �.. ,r ��� iu: � � � a _I� ,, oei:.. c ai, i.,,. k,i ,�.:x . � NEy SIGN � . , gut :u r.c snowir t,r an o,:c. ,.,u:.:,iae. .�f ,��r or aui_.�..c,.., nor �., ,i ,r, Lc u.,ui..c loduc,�d. ,,o,�ed or e.al:,:,�:.trJ :r, e,,.d �a�..zron. U.,�. of ,ni., dt.,i rl n: tnc .,a.,c�x �.�r:rc.nis cl ; 7 , dr..,wn an,( cu, aorr,. a an ether r, rr..ina � v�-r.,x,;,. the e:x �„ ,.-. v, �,;, n permission c4 ,! f 9. S Y Y r 9 P I 9 ., _ i Y / I .,, or JUKES S. .�. r i n ri r f h _.,, r ., r„„-. „ compatibility �: , � �� - 6N. to :. �.i.#.n � a., at:c carries 2 civil fo ;,� to :;. .. r v � n I S _ -, ,.. r: ,. _ , ..: � „. f :.,, . rf_. r_ofu�.. 2�, the a.,. prt, of .I ..I ,.. 10NES .h. .. < r i : , .,� E. SIC til � . ndeav �r .c closely n as... col<.r.,, including PM,_.. va..�rc set, Vh., rannoi. guarantee exact niatr.hrs oue to varying c.om .aLLi.rt of ,.i. taco. m :v is in r n, ., r � - r.I size,� , �. -mr are Lr . r..r . <; � rr- : , r -� � � r � r� nor r , c , � .... c ., „ . _ ;...:, Y I h ! y Y g r 9 y -y f y a I L .. d, a t. i..rd. r - at l:n � r ,i� , a e it -.,tr at_. r c�i,.nt_ rc n ..ncc n >f pi cr,e:ct a w a. _ r o..o br, under,tood a., bel y r,xa;,; _izr. or ..xart _ra:c. ws. I S/F HALO (REVERSE LIT) WALL SIGN (Qty 1) SQUARE FOOTAGE: 187.1 [BOXED] WEIGHT 175 LBS. SURVEY REQUIRED BUILDING IS FULLY PLYWOOD. THIS IS A STEEL STRUCTURE AND SHOULD BE ACCURATE. 10' POWER WHIP TO EACH BUILDING SIGN CENTERED ON SIGN TRANSFORMER LOCATED IN MOUNTAINS OR TO BE LOCATED INSIDE WALL REMOTELYABOVE CEILING WITH ACCESS PANEL 0. PROPOSED NOT TO SCALE PROPOSED NIGHT VIEW NOT TO SCALE SPECIFICATIONS 1. FLAT CUTALUMINUM FACE PAINTED P-3 2.3" WELDED RETURNS P-3 3. LED ILLUMINATION (SEE ELECTRICAL NOTE) 4. PIN MOUNTED 1 1/2" OFF OF WALL ELEVATION SCALE:3/8" = V-0" A< s 22'-8 3/4" Ak 0 6YNL��R1E:3iBil�iyl NOTE: ALL LIGHTING IN SIGNS 2700K -NO MORE THAN 3000K. COLORS/FINISHES THE BUILDING'S EXTERIOR LIGHTING IS AT 2700K, THE SIGNAGE MUST MATCH THE BUILDING LIGHTING. P-3 PAINT TO APPEAR LIKE DISTRESSED PATINA STEEL THEN SEALED WITH CLEAR -COAT SIDE VIEW SCALE:3/8" = V-0" Cgyof . .JONES SIGN qtr Vision. Accomplished. WWW.JONESSIGN.COM X06 #: 239947_R11 01.16.19 Jim Pogo Steve Barryman 1 Jill Roellig r CLIENTAPPROVAL UNCLE JULIO� S HAS I E N DA Colo1 rem G d O UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 4.0 11 07.29.19 RM REMOVE CL3 FROM SCOPE OF WORK 22'-8 3/4" Ak 0 6YNL��R1E:3iBil�iyl NOTE: ALL LIGHTING IN SIGNS 2700K -NO MORE THAN 3000K. COLORS/FINISHES THE BUILDING'S EXTERIOR LIGHTING IS AT 2700K, THE SIGNAGE MUST MATCH THE BUILDING LIGHTING. P-3 PAINT TO APPEAR LIKE DISTRESSED PATINA STEEL THEN SEALED WITH CLEAR -COAT SIDE VIEW SCALE:3/8" = V-0" Cgyof . .JONES SIGN qtr Vision. Accomplished. WWW.JONESSIGN.COM X06 #: 239947_R11 01.16.19 Jim Pogo Steve Barryman 1 Jill Roellig REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO� S HAS I E N DA Colo1 rem G d O UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 4.0 11 07.29.19 RM REMOVE CL3 FROM SCOPE OF WORK LANDLORD APPROVAL DATE QC c APPROVED (1 �� CONCEPTUAL a, lr,r, h , : it r ,. a. r „u ,ledd .,o �._ �. :�. ,,.It:_., your ..ol ,,, .'.,, :,. .. , - .. , � -, :,, , - i �. ,.�. , s� _ ICT,113l, .. ,h a . ��, bGr .qua . u..f lur a. � _,.,NES �.G:V. i� .; „>. ,,, ,,., s u,.�.. :,. a.: n..,_ ,•��,.,1�,. of c,.,, c L. a:n a::r ,.,1 . t, - 9 _, Y 9 I r ,. , , _) _. . ,.. .::.:.I u. c. u..rsr, . _u:,.n lu,.�d, ,.u;�lc.a ,n c,x L:b��.ed :n a:,� a_,:.ro � U,, nl ::,:., de..,l�n � r the saner, � r. u..,u; �I .., ..> dwig„ �:, any _.!rn clone by any ctner ron�pany, vw rrui. the �� t,-� ;.; ovr�t,en nes nis;on of JG VER S; ,.:' ice. and rr< �.:� „ , .�,. , „ : n , i .> rier, cl .. lr, GV i,f�h...ctnb a,. d,d car �__ar'/Ir .: r r „ r. r :,r � r �- s � " ! I t0 - Ur. of ZJ.. )f tY _..1(� dS. JI t ,i, .1 J , 1 r r i � c r:--. , ��.., ; ,r- ,� -.:. �,. .,. .., �. .. .> �.., -.:.� arc 1 p t r c . . , g UNES SIGN ,vl I _ ,d _avor to closely :� d.r_f colors, ux.lual.v . MS w..r. ,. �I,<_e.,lea. 1J,_ cannot guarantee e.>.a..t maL-,xs dire to va n :,orn �anh::l,v r,L,urrare Inaulah ar.d paints ,.,..r.d. All slzr-., and ,ur ,., n:a.�n., are dl..strat�.d fo. e.;:c.nt s ,, r,ncc rt.n:: nt In„, -,.t and ar,, not to be ,.Indcrtood as br 1 ::raa' � ra or exact :rale. 3 9 r1 9 4 f f ! 9 ON SOUTH ELEVATION LOCATE 107'-0" TO CE TER OF C _ I w. T 17 I I I I i UNCLE JUL10'S r -HACITNDA a Colorado ir M ; I : . " : —P�- , �:-� I. e ilk a �■�■►U _ OLOCATIONS OF POWER OUT S() LQ T H FLT A MN SCALE: 1/8" =1'-0" t t I Iar.l'.rl h Ir: r. &ZONES SIGN JOB #: 239947_R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIOi S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298 Youngfield Street Wheat Ridge CO 80033 SHEET NUMBER 4.1 LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman Jill Roellig it 07.19.19 RM REMOVE CU FROM SCOPE OF WORK Colorado Q� (\(`APPROVED CONCEPTUAL - ` .. . is u., edc ai t � ��n�_�ia: �.. i ..L_.c rr, . of i� :. .r r. � r .. <.. . r �,ru � �i.h :a ,. _ �,.. r:c. r: � rla..ncd for .�;..� .)ONES .t,.�. I ,.. ,o o t r ao�.a .0 or r . n - , of , t 9 f > ,: - t .. � ux I y ! Y � I r , . s .. a y n .,Icic. , f ,.,�:. yanl_auo.,, nn. �., ,t to he r.,cd. rc:prouur_,.d, copied o �xl,:,..:�a r a:.y a.>:,ro 'J:;e of r:,is dc,ryn or the salient e:ements of .,r. d �e_ign a^.y , done by any ether company, avn ,c:n: the express written pc. mission of JUNES G.. i. -:or., d o a. and rn CIVII .i r tr i r c -�� � 'n PMS �„ ,�. -, ,, - � . _ �, � .. _ . .• �. .. ,,., , nd e , ca ,.,acn f� 11-'-sOf ,.t._�.ucl ..ir< o t., r JONES .I <_ - ,�.. - .�. -. .: •!" ...r .�, �, ... v r a, � I , .. 1 _ sign :U'vE . �IGh:.vr endeavor -o �, R,.. c.I match color., nrc.ludl:. N_, w,.cru sr.�c..leo. U/.. cannot uara.�tee exact n rutr,h._s n�.re to va: u,r. r_om auLr I .�f . urtare r .-, I - r. paints r r � , - � � - r' � ., r, • , r - . -w .. �. . - .. r ! 9 Y 9 y y J p ry rr at. r aL a d f a s ,..cd. 411 srz_- and Lr.,en.,l �r ., are dl.rstl at_d c,. i :ant_. ._oncr_f..u,....t pr c.,r_ct an„ ar� r,o. .c he understood as bc.l �g �-.ac, .,.z�. or exact ,Hale. WS. I LED LAYOUT 1) A—TJAL '�HR&NNEL LETTER VOPLLATIDN SF PRODUCT "LA.•-,EME`,T %44 VXR'r FKCV THIS LAYOUT' � 2) rx415M V1HfrE 501)DK L41C ULT AT 2.0 NU[iiJLES PER FUrJr, TJ CREATE HALL+ EFFECT SloanLED' v) EPr'H 60W2- f"Ei Sur Lr Cat, Rut+ UP To 48 PRISM WHITE eDrp)k MaoULEs 4) LAYOUT BASED ON A 2 — B" C4,14 DEPTH Leaders In LED Technology 5-1 ALL OJTSIDE IKSTALLAT1014'S MUST HAVE PROTECTI:E LENS T;: KEEF Ft)REr.-4 MATERIALS OUT Sloan ED.corn Tel 805.676.3200 F','4 DIMENSIONS ARE IN INCHES Ur.LESS STATED OT}•IE%hVISE Toll -frees 8E.8.747.4LED Fax 805.676.320b 7) 700269-3Wrr'—M3 WATTS 'ER MODu°LE ' '2 r) PRIMARY a M EM POWER: 2107.211 N1ATT5 9) LED MODULE POWER :1SAr3E}tixecardory). "155.76 WATTS ESTIMATED PRODUCT H.C.M. PER SICK,: 148 Each prism Whitt 3000K Modules — 99' PN. 70' 2 59—.3WSJ = —MB 4 Each 60C1 (Damp/Dry locations) or 60W2 (Wet location) 6OW Boner 5,applies 12VDC 1 Ea, h 100' Bell of uacket€=d Cable 3R41l 1"11 As NUMBERJONES SIGN KM/J;.l 5/20/20, c 71810 1 NGLE JULIO'S HACIENDA 14-8 ') This design and drawing are proprietary and the property of 51oanLED. Any reproduction, or use without prkii written approval is prohibited: 2) 'J,jr,neLED r-L-Jule!Ll ur d puwci supply u;intitiot art_ ESTIMATES ONLY ar 1 arc• L-n—�od ur -hr supplitd ir,`crrno-icn did drawirias Channel letter depth, lens calor, material and thickness can vary, which may lend to an increase or decrease in product at tie time of installation. To ensure accurate product requirements, it is reCornmended that produc, is Tested using customer's spetific (eras material and letter ccr..figuration. 3) Sloan LED highly re::ommends applying Light Erftric;erient Faint (LEPP�' or Light Erhircarrent Film (LEF) inside channel letters for Or,7irrol illumination. A) Jacketed tialble estimated assumes maximurn run len'Fh of 1$" per leg •oj the power supply: JONES SIGN s JUC Vision.Accomplished.Accomplished.Accomplished.. WWW.JONESSIGN.COM �oB � 239947_R11 01'16'19 Jim Pogo Steve Barryman REV. I DATE I BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO' S Colorado UNCLE JULIO'S HACIENDA COLORADO field Street 3298 YounHACIENDA g Wheat Ridge CO 80033 SHEET NUMBER 4.2 LANDLORDAPPROVAL DATE oc 1 � Jill Roellig 11 079.19 RM REMOVE CL3 FROM SCOPE OF WORK � C"•"'°""'"""nPPnT CONCEPTUAL T.! ! i �. :, �n son original .ae it -� i :.. n c , � -, , ar lal d drawing .; o.i«S �.. �nc.Ln,cl or,�ro r �.. ,,� .� , �. :� •,. �.: ....� .. �, _� -,. .,. _ .,. , - .,,., .,, •. _ � i r.., na! �s� a .o i , :...!,_. � ,h a ,!„ e.., nein ,.ann,.,i foi you .e JONES �IG.`N_, snot :,, t,e s.w -o!. ,o an n. .,.. ou..,!dei of our or aniZaf,rn nor :_..I tc Ce u.,ccr ra�. �odu,.�d rr �, r r �:r,:.. d :n � - r. � �. :., .. , ,� .-., - . � - „ , ,,. �: . 99 Y 9 Y I 1 f 1 9 1 I 1 Y 9 .p. . , „ e J o cxl v ,any fa. ,�!o U.,� of ,h!., de,,gn � r�.� .,a.,:.. �i elem�_.r_..,f . � d,_,-I,�n .., a..,r sg. � don_ i,y any cr,,..� rnrapm�y, vwrnou, 1 �� ,.x�.�r.„ v+, n:.en o�� nvs!on of JONESAGN. is forbidden � :a. and , r .. a r, I f = .,, o r � � .* r � ,. t .. ,. ,_� , e v a , n fo. r, c,f kip i. 2u of ,� ...nc. a.... n!u. of ..,.. .,u n. JONES SIGN mil enckavoi ,o c.lc„_el ..a,ch ,.nlr..,., Inn lu Irl PMS where .i 1 , Cannot erg -. r. - varying - r face .. , , - . � „_ _ ,.. � �:, . - , � v „ , , �,. _ . _ . r P f J } ding _ _ �f.c.,I ed. ✓_ ean..c t y�arant - _ exact maten _s d,re [> aary.ig ,.vn,f,at: L..ity �f �,r. foe., matcndl_ a..c. pail -is u..Ed. All �!z�., and ,Ln Ten<,!o. .., mr, it Listl at�cf tr,� e,Ie.u., r.rrric.�.pton of pro,.,., art,,! ac_ no. Co do uader�tood a., :�. ng e.xa,„ S,z., or exact y,. a,e. ENGINEERING _r 22' I r l / Y4' Snap Toggle (www.taggler.c❑m) Minimum Attachment points As Shown WS.1 WALL SIGN ELEVATION SCALE: X" = 1'--D" Alum. Flat Cut Panel w/ 3" Alum. Returns (Per Janes Sign) 3 3" Alum. Returns (Per Jones Sian) 3 Exieting Exterli)r Flriish Y4" Snap Toggle (www.toggler. com) Spaced As Shown In Eledatlon Panel Standoffs For Backlit Illumination Per Jones Sign (TYP.) Alum, Flat Cut Panel (Per Janes Slgn} Existing Exterlor Sheathing JONES SIGN JOB #: 239947_R11 01.16.19 Jim Pogo 'fill1111f11LU11ff1,r1II111!llTlllllif!!!fllllllllff{1111111 CLIENTAPPROVAL UNCLE JULIO� S HACIENDA 'JJ ' � ; _ ) LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman 1 Jill Roellig Y'' Snap Toggle Colora3 U�O ;f - ,�-•� rr Y4!'-16 Stainless Steel Screw Y'{ Snap—Tagyle (www.toggler.com) 7 tr - nstoll per Manufacturer's Spaced As Shown Recommendotions In Elevation can be obtained through www,taggler.cam SNAP-TQGGLE BDLT DETAIL DESIGN CRITERIA SCALE', 6" V-0" SECTION � Building Code: IBC 2012/ASCE 7-10 Analyais: LRFD—RISC 14th tiG Chapter 16: Section 1649.3.1 �p0 i, Ultimate Wind Speed Unit = 120 mph q , e 0 Nominal Wind Speed V".d = 93 Rlsk Category: Ili .' V..a = V(dt1'0.6 12 Exposure: B r 'rFo •-.....�',a��a Drown bW AIChC J b# 1C4z3453C4_5NIX'� Q - ...ELROD r:ENGINEERiNG CLIENT: Jones Sign COf'1'lpany CL.3:INALL SIGN Rewisians Sheet No. Uncle Ju io's: Hacienda Colorado I I I JONES SIGN JOB #: 239947_R11 01.16.19 Jim Pogo REV. DATE BY DESCRIPTION CLIENTAPPROVAL UNCLE JULIO� S HACIENDA UNCLE JULIO'S HACIENDA COLORADO 3298Youn field Street Wheat Rid e CO 80033 SHEET NUMBER ■ LANDLORD APPROVAL DATE WWW.JONESSIGN.COM Steve Barryman 1 Jill Roellig 11 07.29.19 RM REMOVE CU FROM SCOPE OF WORK Colora3 U�O QC (('APPROVED CONCEPTUAL TI !;,,, You, ... t: us(.v c.on ui..,,io,ai,h i; - � r, i ( ,. ,-r: ,. ,<� ,,.. ., _- ..,. !-.,.,.. -�-,� _, .., ,' � � � � ,,, ,,... -. .,,. v 9 � .1 9 Y I 1 d h -Iu�, ,. (.r.rg ,..a�' �(.-' for /�.r i., J,.vN[� SIGN .., un ,u c,,, a u, ._ ,o an or. r. „u..:roc u( your orga!�i_a.,e�t, nor,., !I to by ,,.:.�.ri. rt. �roriuer:d, copied or �xl.�u�re.d n ,a:,v !a,:..uo... J.>,, of .nr, dcsi a of the .,aliu.t ��.at,�r, t::.�f . �.:, d,..,rmt n an. son done .� an ether cornpa'"', -•, v' hr n Y _ ! r 9 1 Y Y E a „ wrt ,r .the CU. L> forbidden h a., arid _arr ._ a c . I for(.: t,t i � , the r r 5 - n �PMS: _ ,,. ' , . � .;. ., varying .. .. _ ... � .... r r. of .I t�2�., � , ...r.c .,r ur( �f t � ., tr� ,� ... _ .. �. , r. .. .. ,... ... ' t a � ., the 5I r.. JUNES SIGN .vr.� c...d�avor .c clo_...I !trate.! color_ Irrrludi.� . vv. tr.rc ., r,cr^,!Ir. d. � /e ea (Wert guarantee e x r . , c` �� r- � �� � r � paints � . .� - � ., ,�.. , �,,, - ,- � ' ... , � , �. „ . -, .. .. .,_.. , ...... YK P r G y gr y a _ . ,..a_[mat., r s �.re t. ..ompahl_ 6y >f „�. a..e mar(_nal , and poi. tts u„, -d. All slzc.� and ,a,me,t_,io, _, are dl.,ytrat_,( („ c!cn.� ,.or,cr.ht!oi, of prc;e,.t a.!o a,F no, to be understood a., b..n:y uar.t az .,r axa, t kale. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: joc 757-'-' Job Address: Permit Number: Ll No one available for inspection: Timms"-��A7M,/PM Re -inspection required: Ye`` -Nor. -6a rr When corrections have been ma e, ca r r inspection,,,Rf �O3-234-5933 D Inspecto . i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax S-TNSC ION NOTICE Inspection Type: -moi r' t7'A7/tYIE-7 Job Address: Permit Number: ❑ No one available for inspecti ; T+t AM/,PM Re -Inspection required: Yes, No% When corrections have been made, call for re -inspection at 303-234-5933 Date: 71- 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: EU_ . Job Address: Permit Number: s l 22;- r" ❑ No one available for inspection: Tige�� M PM Re -Inspection required: Yeo,,'% When corrections have been made, chi . for regi pection at 303-234-5933 P f Dates Inspect DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303)235-2855 ice�• (303) 237-8929 Fax V. . INSPECTION NOTICE Inspection Type: 710 1 2• Job Address: i c` `% t�� �-, T=1 �_� -==57- Permit Number:�C rod- L-A,_ ❑ No one available for inspectior:_Time Re -Inspection required: Yes_No When corrections have been made, call for re -inspection at 303-234-5933 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 NOTICE Inspection Type: � � �L c Job Address: Permit Number:' ❑ No one available for inspection: Tim Re -Inspection required: Yes ;No When corrections have been made, Fa I for Date- lof Insp ct, 4.1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 O ice • (303 237-8929 Fax INSPECTION NOTICE Inspection Type:�- 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 303 -234 - Date: k 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 INSPECTIQN NOTIC�i� ;2_ U_ Inspection Type: 12 Job Address: Permit Number: ❑ No one available for inspection: Time I` LM�TM Re -Inspection required: Ye ,(� No 4� When corrections have been made, call for re -inspection at 303-234-5933 Date:_� ) -z- -) r 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: F� 1 t`i Job Address:-�l 'y Com, L7 fir_ Permit Number:`' ❑ No one available for inspection- Time/f l4/PM Re -Inspection required: Yes/' N� L_. - When corrections have been made, call for re -inspection at 303-234-5933 Date:_? Z(. % �' Inspector: r -)-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection_Di�ision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � ?,22 !-V' T Job Address: 5d? '7''!�?� Permit Number: _;?0 ❑ No one available for inspection` Time Re -Inspection required: Yes � o" When corrections have been made, call for re -inspection at 303 -234 - Date: -'? 03 -234 - Date:'? - 1S Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE BuildingRlnspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 7''7 j �- �NSPECT"OTICE, Inspection Type: J t Job Address: 3--;Z G -- Permit Number:J �)I�� �=, p� ❑ No one available for inspectioop:Time A /f M Re -Inspection required: Yes;, No When corrections have been made, call for re -inspection at 303-234-5933 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: ;c i Permit Number: ❑ No one available for inspection: Tim Re -Inspection required: Yes When corrections have been made; call Date: i—_") ' 711 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 Job Address: Permit Number: c2—z,:) ❑ No one available for inspection: Time 1 ;AWPM Re -Inspection required: Yes°"�No When corrections have been made, call for re -inspection at 303-234-5933 Date: `7 - , Inspector: ice`--- - 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: c$ Permit Number: Q ❑ No one available for inspection: Ti M Re -Inspection required: YesQNp-,) When corrections have been made,.,- allf re-intion at Date: f- — I Inspector ��. 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: - B _ Job Address: C -I PermitNumber: ❑ No one available for inspection: K Re -Inspection required: Y `' No when corrections have been made, or re -inspection at 303-234-5933 Dat '-` ( Inspect DO NOT REMI 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: a. � .k) C-, _FELx7 ST - Permit Number: 17) ❑ No one available for inspection: Time f AM/PM Re -Inspection required: Ye No / When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE e 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: N f 1!—:x_z2 �T PermitNumber: ❑ No one available for inspection: Time A / M P,r Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: �o �% 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 ISP�CTION N TICE L�Rf Inspection Type: Job Address: _ 3�2 Permit Number: SC -22 1 �' n 1 ❑ No one available for inspection: AM M r� Re -Inspection required: Yes�No When corrections have been made, for re -inspection at 303-234-5933 Date:L ( Inspector: /f- 4 -- 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: /L23 T� Job Address: - ����+_� Com✓ z -u'"? PermitNumber: ❑ No one available for inspection: TimeAlyn Re -Inspection required: Ye! No ��.�� When corrections have been made, call for re -inspection at 303-234-5933 Date:—.'/ � .�� . i rt 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:g� Job Address:ta'r Permit Number: f ❑ No one available for inspection: Tines : ` ` wPM Re -Inspection required: YesNo� When corrections have been made, caff4ar re-4,�specfio"t-303- 4-5933 Dat := InsNectpr DO NOT REMOVE THIS NOTICE t i CITY OF WHEAT RIDGE Building Irispectfon Division 1�9 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSF ECIRN NOTICE, Inspection Type:`�525 /Y l' � Job Address: 3 ON" `1- t f Permit Number:] ❑ No one available for inspection: Time /- I < A PM, Re -Inspection required: Yes( When corrections 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 D vision r (303) 234-5933 Inspection line `(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: z3? -3 Job Address: 4(? Permit Number: 5;IE�>f ❑ No one available for inspection: Time AM160 Re -Inspection required: Yes(_:�_D When corrections have been made, call for re -inspection at 303 -234 - Date:— CP.I'^ LInspector:-'—_.-_— --- DO NOT REMOVE THIS NOTICE I 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:r Job Address: •��-t"` Permit Number::, V Ice - ❑ No one available for inspection: Tin Re -Inspection required: Ye o When corrections have been made, OW -for re -inspection at 303-234-5933 Dat 1 � Inspecto - DO NOT RENO E THIS NOTICE i CITY OF WHEAT MIDGE uilding lnspectin [division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSI?ECTIO N TI E 31 'Tz,"Y: Inspection Type: Job Address: Permit Number:��� ❑ No one available for inspection: Time �� '?�M: Re -Inspection required: Yes/_AI o When corrections have been made, 68111'or re -inspection at 303-234-5933 Date: aQ • % % Inspector: 14*11.� 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 NQTICE Inspection Type: 17L-AAO?,9 A)E� Job Address: 33Z�'� +t),pJ IF )FL's S �` Permit Number: ;P't f-5. ❑ No one available for inspection: Time 12, J AM/PM Re -Inspection required: Yes' No When corrections have been made, call for re -inspection at 303 -234 - Date: /n Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WH�l T RIDGE Building IInspAon Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ScS /ost4 C_ INSPECT N OTICE Inspection Type: JobAddress: �l Permit Number: I&M-010 A ❑ No one available for inspectio.: --Time �' AM/P Re -Inspection required: Ye No { When corrections have been made, call for re -inspection at 303-234-5933 Date: ' f 'F ' inspector: -- DO NOT REMOVE THIS NOTICE City of Wheat Ridge � r Commercial New Structure PERMIT - 201802029 PERMIT NO: 201802029 ISSUED: 11/13/2018 JOB ADDRESS: 3298 Youngfield St EXPIRES: 11/13/2019 JOB DESCRIPTION: New Commercial Bldg, 2 -Story, Freestanding, Restaurant, 9731 sq ft. (1st floor 7598 sq. ft. and 2nd floor 2503 sq. ft.). Uses include full dining space, bar, commercial kitchen, and 2nd floor outdoor balcony patio. Exterior materials include stucco, brick veneer and wood siding trim. **REVISION: Submitted revised plans changing mechanical, plumbing, electrical, kitchen equipment and minor door changes. Added valuation: $50k Tenant: Hacienda Colorado *** CONTACTS *** GC (303)346-1444 Jeff Durbon 019883 Crosslands Construction OWNER (303)300-5335 REGENCY CENTERS CORP SUB (303)797-3920 Mark Beimers 021093 Marxaire Inc. SUB (281)726-6994 Chris Peterson 180373 CSP Plumbing Services SUB (303)421-3390 Thomas N. Edlund 019555 Viking Electric, Inc. SUB (720)235-3545 Alan Zsebe 180273 Zsebe Electric, Inc. *** PARCEL INFO *** ZONE CODE: PCD / Planned Comm Devel. USE:, UA / Unassigned SUBDIVISION CODE: 570 / Banks BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2, 050, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 6,998.58 Use Tax 43,050.00 Permit Fee 10,767.05 Engin. Review Fee 700.00 ** TOTAL ** 61,515.63 *** COMMENTS *** *** CONDITIONS *** Parking lot lighting must be on a separate permit. Approval from presiding fire department required prior to final building inspection sign -off. 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. **Civil improvements must comply with approved/stamped Civil Documents approved by Dave Brossman 7/13/18** As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey, Improvement Survey Plat, or ALTA/ACSM Land Title Survey shall be submitted to the City to verify compliance with approved plans. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Site signage will require separate permits. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. 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 municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authored to obtain this permit and perform the work described and approved in conjunction with this_p�I further a t tha legally a onzed to include all entities named within this document as parties to the work to be per ed nd that ork t er is disclosed in this document agr its' accompanying approved plans and specifications. Signature of OWNER or C�KTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 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 ' suance or gra i g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap _ �c le ode or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. . A4� 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 Rdge COMMUNITY DEVELOPMENT Building & Inspection Services Division R E C I V S D 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitstcDci.wheatrid4e.co.us FOR OFFICE USE ONLY Date:� ^ I / � Add to Permit # WE N� • Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. — Property Address: 3- y 2 V.) � L, s I,<_\ Z f Property Owner (please print): �+'2� /4 3)J7, --s Phone: docs 5 3 Property Owner Email: 'To "n 11 ce- V K'c c- C3 n k,- L � r� Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: X 0 S5 L,? lv/v 5 6 --? S �e^v c (i 6 .-'--7 Contact Person: AA / P /11 Phone:_ -3 �I ✓ %� Contractor: Contractors City License #: C) f �l � Phone: Contractor E-mail Address: ✓ lj n <CL2 e --Co S) (.,,41\ 1L S lJ S u Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). 0 WE Description of revised/amended work: ('!o r Q' /, �,s. All ✓) <---e- 1 /�2 /Cn ,,S Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $+gf�a ,e — 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED R PRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE4— c"' DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS* Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ARIA GROUP ARCHITECTS, INC. 830 North Boulevard, Oak Park, Illinois 60301 t®s 708.445.8400 web ariainc.com REE, Re -Issued for Permit Pe Re: Hacienda Colorado - Wheat Ridge, CO Prepared By: James Gallagher Re -Issued for Permit covers all changes and/or revisions made to the Hacienda - Wheat Ridge, architectural drawing set since issued for Owner Design Changes on 02/21/19. The General Contractor is responsible for including all changes and revisions within the scope of work and acknowledge receipt of this Issued for Re -Issued for Permit revisions set. The following revisions have been made to the drawings for final coordination. The revisions have been clouded and tagged with a Delta -7, identified as "Re -Issued for Permit", and dated 4/11/19 in the drawing set: Sheet Description ARCHITECTURAL T1.1 1. Updated Client information (Delta 6) 2. Updated permit date and name 3. Updated kitchen sheet names 4. Added mechanical hood sheets M2.8 to M2.17 EM1.1 5. Occupant loads revised to reflect floor plan changes (Delta 6) EM1.2 6. Exit paths/direction of travel revised to reflect floor plan changes (Delta 6) SP1.2 7. Added door tag to service yard plan 8. Added Head & Jamb Details for service yard doors A0.0 9. Elevator Pit size adjusted as per ASK -04 (Delta 6) 10. Clarification to curb and grid line as per ASK -05 (Delta 6) 11. Clarification for Electrical Stub Up location as per ASK -08 (Delta 6) 12. Removal of depressed slab at kitchen and bar areas as per ASK -09 (Delta 6) 13. Clarification on saw cut locations at floor slab as per ASK -13 (Delta 6) A0.1 14. Removal of depressed slab at bar area as per ASK -09 (Delta 6) 15. Clarification on saw cut locations at floor slab as per ASK -13 (Delta 6) 16. Added floor sink per the kitchen drawings A1.1 17. Added Keynote #4, #46, #47 (Delta 6) 18. Revised Keynote #30 (Delta 6) 19. Removed door 112A and relocated fire exit door (Delta 6) 20. Removed door 114 (Delta 6) 21. Removed door 119 (Delta 6) 22. Removed door 124(Delta 6) 23. Revised Dining 105 area to "COCINA" 24. Employee Toilet Room #115 removed from plans and replaced with Office (Delta 6) 25. Office # 124 removed from plans and replaced with Storage (Delta 6) 26. Revised Host Stand (Delta 6) 27. Bar Dining banquette changed to booths(Delta 6) 28. Revisions to exterior doors 113 and 125 as per ASK -06 (Delta 6) 29. Water softener located as per ASK-07(Delta 6) 30. Location of Telephone and Music Backer Board as per ASK -11 a (Delta 6) A1.2 31. Dimensions adjusted to reflect Floor Plan changes. (Delta 6) 32. Updated Dimensions at Bar 33. Add Dimensions at Cocina, Room #105 34. Updated Dimensions at Entry door 1008 35. Revised dimensions at cookline for pass through openings A1.3 36. Post mounted gas torches added to Patio #202 (Delta 6) 37. Added Keynote #46 (Delta 6) 38. Revised Bar Service area. 39. POS station added at Bar Service A1.4 40. Revised dimensions at bar die wall 41. Added dimensions to door #202c A2.1 42. Revised all P-1 tags with P-10 (Delta 6) 43. Room #124: Revised ceiling finish and light fixture (Delta 6) 44. Decorative light fixtures and finishes revised per Uncle Julio's Design Packet (Delta 6) 45. Revised ceiling at Cocina. Room #105 46. Updated hood opening locations and light fixture. ARIA GROUP ARCHITECTS.. INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 A2.3 48. Replaced all P-1 tags with P-10 (Delta 6) 49. Decorative light fixtures and finishes revised per Uncle Julio's Design Packet (Delta 6) 50. Second Floor Bar ceiling updated (Delta 6) A2.5 51. Decorative Light Fixture Scheduled Updated per Uncle Julio's Design Packet (Delta 6) A2.6 52. Updated Lighting at bar die wall on detail 1 /A2.6 A4.1 53. Exterior Finishes adjusted on South Elevation as per Uncle Julio's Design Packet (Delta 6) A4.2 54. Updated Exterior railing elevations to coordinate with floor plan changes (Delta 6) 55. Coordinated Structural Steel at storefront locations as per ASK -02 (Delta 6) A3.1 56. Added Keynote #31 57. Revised condenser unit location for cooler and freezer 58. Added condenser unit locations for Ice Machines. 59. Coordinated kitchen hoods with kitchen drawings 60. Revised MAU-1 with new location, & size, per Kitchen drawings 61. RTU numbers have been revised A5.1 62. Revised floor finish to polished concrete slab (Delta 6) 63. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) 64. Coordinated Bar Dining booth per floor plan changes (Delta 6) 65. Added MAU-1 to building section A5.2 66. Revised second floor Bar soffit (Delta 6) 67. Revised floor finish to polished concrete slab (Delta 6) 68. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) A6.1 69. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6) 70. Revised floor finish to polished concrete slab (Delta 6) 71. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) 72. Updated entry door frame (Delta 6) 73. Revised door location on detail 1 /A6.1 A6.2 74. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6) 75. Revised floor finish to polished concrete slab (Delta 6) 76. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 77. Coordination of structural steel at Wall Section 5 as per ASK -02 (Delta 6) A6.3 78. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6) 79. Revised floor finish to polished concrete slab (Delta 6) 80. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) A8.1 81. Removed employee toilet elevations (Delta 6) 82. Revised Office plan and elevations to reflect floor plan changes (Delta 6) 83. Updated Toilet Accessory Schedule per Uncle Julio's Design Packet (Delta 6) 84. Updated finishes per Uncle Julio's Design Packet (Delta 6) A8.2 85. Revised finish tags per Uncle Julio's Design Packet (Delta 6) 86. Revised stair section to show fire rated niche soffit buildout. A8.4 87. Revised Stair Details per Uncle Julio's Design and ASK -10 (Delta 6) 88. Revised hand & guard rail details per owner's requested direction A8.5 89. Revised Elevator control system plan section (Delta 6) A9.1 90. Revised door schedule to reflect floor plan changes (Delta 6) 91. Revised Remark 1 in Door Schedule remarks (Delta 6) 92. Removed door type 8 (Delta 6) 93. Added door type #10 94. Removed SF3 from window types and schedule 95. Revised window W9 96. Revised doors 100A & 1006 in door schedule 97. Added doors 202c & 000 98. Added G4 to the Door/Storefront Schedule Legend A9.2 99. Revised Finish Schedule per Uncle Julio's Design Packet (Delta 6) A10.1 100.Interior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) 101.Revised Elevation #4 to show wooden door 102.Revised Elevation #6 with detail markers, Cocina notes and dimensions A10.2 103.lnterior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) A10.3 104.lnterior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) 105.Added Elevation #25 A11.3 106.Revised detail #1 (Delta 6) 107.Removed Detail #8 ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 Al 1.4 108.Revised countertop in detail in sections 1 and 2 per Uncle Julio's Design (Delta 6) 109. Revised Bar Sections to show provided by owner 110. Revised detail #5 111. Revised liquor shelf elevations to match new layout. Al 1.5 112. Revised Toilet Vanity detail and section per Uncle Julio's Design (Delta 6) 113. Added Cocina Details, per Uncle Julio's direction Al 1.6 114. Added 2nd Floor Back Bar Liquor Shelving elevation and section detail per Uncle Julio's Design (Delta 6) 115. Updated finish tags per Uncle Julio's Design Added 2nd Floor Back Bar Liquor (Delta 6) 116. Shelving elevation and section detail per Uncle Julio's Design 1 17. Updated finish tags per Uncle Julio's Design Al 1.7 118. Updated finishes per Uncle Julio's Design (Delta 6) 119. Added detail #9, Frame Detail A11.8 120.Updated finishes per Uncle Julio's Design (Delta 6) Al 1.9 121. Deleted details 3 and 4 (Delta 6) 122. Updated finishes per Uncle Julio's Design (Delta 6) Al 2.1 123.Updated Furniture Legend per Uncle Julio's Design (Delta 6) 124.Updated seating per Uncle Julio's Design (Delta 6) Al2.2 125.Updated Furniture Legend per Uncle Julio's Design (Delta 6) 126.Updated seating per Uncle Julio's Design (Delta 6) Al 2.3 127. Revised Wall tag location on cook and prep line. Al2.4 128. Updated finishes per Uncle Julio's Design (Delta 6) 129. Revised Bar Service Area Al2.5 130. Updated details per Uncle Julio's Design (Delta 6) 131. Removed detail #4 STRUCTURAL S3.0 132. Added exhaust fans and MAU unit to the roof plan 133. Clarified the base plate call outs on several columns. 134. Added W1 6x26 call out at beam between M and Q along grid 1 KITCHEN K-1 to K-9 135. New Kitchen Consultant all sheets are updated with new sheets and updated equipment. Please see attached Kitchen Revision Schedule. ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • X708045-8400 0 MEP M0.2 136. Revised roof mounted makeup air unit detail to new system (Delta 5) 137. Revised Air Balance Schedule based on new exhaust hood and MAU. (Delta 5) M1.1 138. Revised Employee bathroom HVAC/plumbing redesigned for now office occupancy and original office has been redesigned for cooler. (Delta 5) M1.3 139. Revised exhaust hood locations and MAU on roof. M2.1- 140. Revised and added sheets per exhaust equipment has been changed from M2.17 the original Accurex to CaptiveAire equipment. (Delta 5) P1.1 A 141. Added Water softener to hot water heater. (Delta 6) P1.3 142. Revised Condenser relocation. (Delta 5) P1.4 143. Revised Plumbing Diagram per Kitchen equipment. (Delta 5) P2.1 144. Revised Plumbing note #1 to show how much gas meter needs to provide. (Delta 5) P2.2 145. Whole sheet added to show size & location of gas lines for exterior torches. E2.2 146. Revised electrical for Kitchen Exhaust hoods (Delta 5) 147. Added electrical for Ice machine condensers (Delta 5) E3.1 148. Revised panel A with updated Kitchen exhaust hoods & MAU (Delta 5) 149. Revised Panel C With MAU Condensers (Delta 5) - End of Narrative - If there are any questions or comments regarding the information provided, please contact our office. Sincerely, James Gallagher ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (7081445-8400 FOR OFFICE USE ONLY City of Date: W heat t�kjdc t:C)MMUNIl Y IiFVt;LC)PMGT Add to Permit # Building & Inspection Services Division ` l 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(-3n.ci.wheatridge.co.us Building Permit Revision/Amendment Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. " Property Address: 3298 Youngsfield, Wheatridge, CO Property Owner (please print): US retailers/ regencycenters Phone: 303-300-5335 Property Owner Email: TomMetzger@regencycenters . com Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: Crosslands Construction Contact Person: David Myers Phone: 303-390-9043 & 720-289-8175 Contractor: Crosslands Construction Co Contractors City License #: 019883 Phone: 303-390-9043 Contractor E-mail Address: david-myers@crosslands.us & jeff.durbon@crosslands.us Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. — If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Misc but minor architeural changes, door canceellations, while most significa changes are due to revised kitchen equipment, therefroe mechanical, electricz and plumbing changes Sq. FULF T _ _ Btu's Gallons Amps Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 50,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: David myers SIGNATURE: V ice/ L..i DEPARTMENT USE ONL ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COM S: Reviewer. %� l�N .r��t��V �• PUBLIC WORKS COMMENTS' Reviewer. PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitadon District ❑ Received 0 Not Required 05012019 DATE: OCCUPANCY CLASSIFICATION: ," ( z _ �to I 2D, (30Pl�� A�'v,?�� Building Division Valuation: $ S�) ARIA GROUP ARCHITECT r 830 North Boulevard. Oak Park, Illinois 60301 tet 708.445.8400 Wen ariainc.com Re -Issued for Permit Re: Hacienda Colorado - Wheat Ridge, CO Prepared By: James Gallagher Re -Issued for Permit covers all changes and/or revisions made to the Hacienda - Wheat Ridge, architectural drawing set since issued for Owner Design Changes on 02/21/19. The General Contractor is responsible for including all changes and revisions within the scope of work and acknowledge receipt of this Issued for Re -Issued for Permit revisions set. The following revisions have been made to the drawings for final coordination. The revisions have been clouded and tagged with a Delta -7, identified as "Re -Issued for Permit", and dated 4/11/19 in the drawing set: Sheet Description ARCHITECTURAL T1.1 1,!' Updated Client information (Delta 6) 2.v Updated permit date and name 3.✓Updated kitchen sheet names 4.V/Added mechanical hood sheets M2.8 to M2.17 EM1.1 5. ✓Occupant loads revised to reflect floor plan changes (Delta 6) EM1.2 6. Exit paths/direction of travel revised to reflect floor plan changes (Delta 6) SP1.2 7. Added door tag to service yard plan 8.v"Added Head & Jamb Details for service yard doors A0.0 9.✓Elevator Pit size adjusted as per ASK -04 (Delta 6) 10%'clarification to curb and grid line as per ASK -05 (Delta 6) 11 Clarification for Electrical Stub Up location as per ASK -08 (Delta 6) 12!"Removal of depressed slab at kitchen and bar areas as per ASK -09 (Delta 6) el 13.VClarification on saw cut locations at floor slab as per ASK -13 (Delta 6) A0.1 14.V1 emoval of depressed slab at bar area as per ASK -09 (Delta 6) 15.✓C�arification on saw cut locations at floor slab as per ASK -13 (Delta 6) 16. Added floor sink per the kitchen drawings A1.1 17. Added Keynote #4, #46, #47 (Delta 6) ✓' 18.1e6evised Keynote #30 (Delta 6) 19w� Removed door 112A and relocated fire exit door (Delta 6) 20.1�Removed door 114 (Delta 6) 21 Y emoved door 119 (Delta 6) 22.V9'emoved door 124(Delta 6) 23. (Wevised Dining 105 area to "COCINA" 24. v6mployee Toilet Room #115 removed from plans and replaced with Office (Delta 6) 25 O0ffice # 124 removed from and replaced with Storage (Delta 6) plans 204evised Host Stand (Delta 6) 27. 'far Dining banquette changed to booths(Delta 6) 28 VRevisions to exterior doors 113 and 125 as per ASK -06 (Delta 6) 29.^ater softener located as per ASK-07(Delta 6) 30.✓Location of Telephone and Music Backer Board as per ASK -11 a (Delta 6) A1.2 31. imensions adjusted to reflect Floor Plan changes. (Delta 6) 32.Vdpdated Dimensions at Bar 33.Vdd Dimensions at Cocina, Room #105 34.Opdated Dimensions at Entry door 100B 35.L4evised dimensions at cookline for pass through openings A1. 36V Post mounted gas torches added to Patio #202 (Delta 6) 37. Added Keynote #46 (Delta 6)L,,,,- 38. Revised Bar Service area./ 39. POS station added at Bar Service ✓ A1.4 40. Revised dimensions at bar die wall ✓ 41. Added dimensions to door #202c V A2.1 42. Revised all P-1 tags with P-10 (Delta 6) 43. Room #124: Revised ceiling finish and light fixture (Delta 6) I►/' 44. Decorative light fixtures and finishes revised per Uncle Julio's Design Packet (Delta 6) f 45. Revised ceiling at Cocina. Room #105 " 46. Updated hood opening locations and light fixture. ✓ ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 A2.3 48. Replaced all P-1 tags with P-10 (Delta 6) ✓ 49. Decorative light fixtures and finishes revised per Uncle Julio's Design Packet (Delta 6) t/ 50. Second Floor Bar ceiling updated (Delta 6) ✓ A2.5 51. Decorative Light Fixture Scheduled Updated per Uncle Julio's Design Packet (Delta 6) 1,,- lA2.6 A2.6 52. Updated Lighting at bar die wall on detail 1 /A2.6 A4.1 53. Exterior Finishes adjusted on South Elevation as per Uncle Julio's Design Packet (Delta 6) %,.-- /A4.2 A4.2 54. Updated Exterior railing elevations to coordinate with floor plan changes (Delta 6) 55. Coordinated Structural Steel at storefront locations as per ASK -02 (Delta 6) A3.1 56. Added Keynote #Z1 57. Revised condenser unit location for cooler and freezer ✓ 58. Added condenser unit locations for Ice Machines. ✓� 59. Coordinated kitchen hoods with kitchen drawings 60. Revised MAU-1 with new location, & size, per Kitchen drawings 61. RTU numbers have been revised ✓- A5.1 62. Revised floor finish to polished concrete slab (Delta 6) 63. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) 64. Coordinated Bar Dining booth per floor plan changes (Delta 6) 65. Added MAU-1 to building section'V A5.2 66. Revised second floor Bar soffit (Delta 6) ✓ 67. Revised floor finish to polished concrete slab (Delta 6) ✓ 68. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) ✓ A6.1 69. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6) / 70. Revised floor finish to polished concrete slab (Delta 6) v 71. Updated Room and Elevation tags to reflect floor plan changes (Delta 6)L�' 72. Updated entry door frame (Delta 6y✓ 73. Revised door location on detail 1 /A6.1 �' A6.2 74. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6)V' 75. Revised floor finish to polished concrete slab (Delta 6)� 76. Updated Room and Elevation tags to reflect floor plan changes (Delta 6)t/ ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 ARIA 77. Coordination of structural steel at Wall Section 5 as per ASK -02 (Delta 6) L. - A6.3 78. Updated Wall Construction tags as needed to reflect exterior material changes (Delta 6) i✓ 79. Revised floor finish to polished concrete slab (Delta 6) ✓ 80. Updated Room and Elevation tags to reflect floor plan changes (Delta 6) A8.1 81. Removed employee toilet elevations (Delta 6) t, - r82. 82. Revised Office plan and elevations to reflect floor plan changes (Delta 6) *1 83. Updated Toilet Accessory Schedule per Uncle Julio's Design Packet (Delta 6 84. Updated finishes per Uncle Julio's Design Packet (Delta 6) 1 A8.2 85. Revised finish tags per Uncle Julio's Design Packet (Delta 6) ✓ 86. Revised stair section to show fire rated niche soffit buildout. ✓" A8.4 87. Revised Stair Details per Uncle Julio's Design and ASK -10 (Delta 6)✓ 88. Revised hand & guard rail details per owner's requested direction A8.5 89. Revised Elevator control system plan section (Delta 6) ,� A9.1 90. Revised door schedule to reflect floor plan changes (Delta 6) 91. Revised Remark 1 in Door Schedule remarks (Delta 6) 92. Removed door type 8 (Delta 6) v' 93. Added door type #10 V' 94. Removed SF3 from window types and schedule✓ 95. Revised window W9 %.- 96. Revised doors 100A & 1006 in door schedule ✓ 97. Added doors 202c & 000 N! 98. Added G4 to the Door/Storefront Schedule Legend ✓ A9.2 99. Revised Finish Schedule per Uncle Julio's Design Packet (Delta 6) i/ A10.1 100.Interior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) ✓ 101.Revised Elevation #4 to show wooden door ✓" 102.Revised Elevation #6 with detail markers, Cocina notes and dimensions ✓ A10.2 103. Interior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) 1/. A10.3 104.Interior Elevations revised to reflect floor plan changes and per Uncle Julio's Design Packet (Delta 6) 105.Added Elevation # A11.3 106. Revised detail #1 (Delta 6)'r 107.Removed Detail #8N,,- 8N/ ARIA GROUP ARCHITECTS, INC 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 A11.4 108.Revised countertop in detail in sections 1 and 2 per Uncle Julio's Design (Delta 6)✓ 109. Revised Bar Sections to show provided by owner 110. Revised detail #5 L-- --111. 111.Revised liquor shelf elevations to match new Iayout.L-- Al 1.5 112. Revised Toilet Vanity detail and section per Uncle Julio's Design (Delta 6)✓ 113. Added Cocina Details, per Uncle Julio's direction✓' Al 1.6 114. Added 2"d Floor Back Bar Liquor Shelving elevation and section detail per Uncle Julio's Design (Delta 6) 115. Updated finish tags per Uncle Julio's Design Added 2nd Floor Back Bar Liquor (Delta 6) r/ 116. Shelving elevation and section detail per Uncle Julio's Design 1 17. Updated finish tags per Uncle Julio's Design w'**- Al 1.7 118. Updated finishes per Uncle Julio's Design (Delta 6)✓ 119. Added detail #9, Frame Detail ✓ A11.8 120.Updated finishes per Uncle Julio's Design (Delta 6) IC Al 1.9 121. Deleted details 3 and 4 (Delta 6) ✓ 122. Updated finishes per Uncle Julio's Design (Delta 6) V Al2.1 123. Updated Furniture Legend per Uncle Julio's Design (Delta 6)v' 124.Updated seating per Uncle Julio's Design (Delta 6) t, - /'Al2.2 Al 2.2 125.Updated Furniture Legend per Uncle Julio's Design (Delta 6) ✓ 126.Updated seating per Uncle Julio's Design (Delta 6) L, - /Al2.3 Al 2.3 127. Revised Wall tag location on cook and prep line., -,- ine.,✓.Al2.4 Al 2.4 128. Updated finishes per Uncle Julio's Design (Delta 6) ✓ 129. Revised Bar Service Area ✓ Al2.5 130. Updated details per Uncle Julio's Design (Delta 6) 131. Removed detail #4 ✓ STRUCTURAL S3.O 132. Added exhaust fans and MAU unit to the roof plan ✓ 133. Clarified the base plate call outs on several columns.✓ 134. Added W1 6x26 call out at beam between M and Q along grid 1 KITCHEN K-1 to K-9 135. New Kitchen Consultant all sheets are updated with new sheets and updated equipment. Please see attached Kitchen Revision Schedule. ARIA GROUP ARCHITECTS, INC. 830 North Boulevard • Oak Park, IL 60301 • (708)445-8400 M MEP M0.2 136. Revised roof mounted makeup air unit detail to new system (Delta 5) ,,1'37. Revised Air Balance Schedule based on new exhaust hood and MAU. (Delta 5) M1.1 138. Revised Employee bathroom HVAC/plumbing redesigned for now office occupancy and original office has been redesigned for cooler. (Delta 5) M1.3 139. Revised exhaust hood locations and MAU on roof. M2.1- 140. Revised and added sheets per exhaust equipment has been changed from M2.17 the original Accurex to CaptiveAire equipment. (Delta 5) P1.1 A 141. Added Water softener to hot water heater. (Delta 6) P1. 142. Revised Condenser relocation. (Delta 5) P1.4 143. Revised Plumbing Diagram per Kitchen equipment. (Delta 5) P2.1 144. Revised Plumbing note #1 to show how much gas meter needs to provide. (Delta 5) P2.2 145. Whole sheet added to show size & location of gas lines for exterior torches. E2.2 146. Revised electrical for Kitchen Exhaust hoods (Delta 5) 147. Added electrical for Ice machine condensers (Delta 5) E3.1 148. Revised panel A with updated Kitchen exhaust hoods & MAU (Delta 5) 149. Revised Panel C With MAU Condensers (Delta 5) - End of Narrative - If there are any questions or comments regarding the information provided, please contact our office. Sincerely, James Gallagher ARIA GROUP ARCHITECTS, INC. 830 North Boulevard - Oak Park, IL 60301 - 17081445-8400 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:'Gr Permit Number: D 1 ❑ No one available for inspection: Time%&��NM/ M Re -Inspection required: Ye'No When corrections have been made, call for re -inspection at 303 -234 - Date: ,�� Inspector:--'—` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE I§uilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax I�N�S7CTION NOTICE�A� , �( Inspection Type: / D-3 Job Address: Permit Number: ❑ No one available for inspection: Time Aw6m_ Re -Inspection required: Yes(ho 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: u- ZKI— Job Address: Permit Number: ;2e:>/"Fac` IJNo one available for inspection: Time `='ANS`/F j - Re -Inspection required: 'Yes ' V6 .r When corrections have been made, call for re -inspection at 303-234-5933 Date: -V �6 ` ') Inspector: DO NOT REMOVE THIS NOTICE i CLTY,OF WHEAT,RIDGE .Y y Bu6ing Inepectlorfbivision (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 90M Re -Inspection required: Yep, Nom *When corrections have been made, call for re -inspection at 303-234-5933 i Date: Inspector, ------ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 8 Uldinglnspe+ n Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 1)'-rz:> INSPECTION NOTICE Inspection Type: Job Address: Permit Number: D ❑ 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: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building lnspe6tion Division (303) 234-5933 Inspection line (303) 235-2855 Office • (3 3) 237 89AFa INSPECTIONOTICE a Inspection Type: D 2 Job Address: Permit Number: �D I KnA'?.2> ;�19 _ .,r.y g ❑ No one available for inspectionjime AMi�M� Re -Inspection re eCr When corrections h��hee de, or re -inspection at 303-234-5933 Date: Inspector: dam. DO NOT REMOVE THIS NOTICE i oGITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �lr Job Address :� _R " .- Permit Number: ;o-, 7 1,5 n Lpv.q -0*� . �. / c:r-: 4 :T i -"-A- r" ❑ No one available for inspectio "_,Ti mef t AI�/ M� Re -Inspection required: Yes c No_-_ When corrections have been made, call for re -inspection at 303-234-5933 Date: C . 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: V O ) - F lgo e Cq � le C /I.C/v , Job Address: _Sa g Ro u n 1 e )c 5-� Permit Number: O) p 1 S R ❑ No one available for inspection: Tim a M Re -Inspection required: Ye No When corrections have been made,I for re -inspection at 303-234-5933 Date:q- Inspect a DO NOT REM E THIS NOTICE CITY OF Wj1 TEAT 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: a-Prf5 /C� ❑ No one available for inspection: Timb ! -AM/PM Re -Inspection required: Yes'' No J When corrections have been made, caU 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: 901 - Job 0) -Job Address: 341 4,"e ' S Permit Number: 2 0 IS p 3 1 8 q ❑ No one available for -inspection: Time--� l_ 7A" - --- M Re -Inspection require: Yes No - When corrections have been made, call Nr re -inspection at 303-234-5933 Date: Inspector: .,,,4 i CITORIDGE Building Inspection Division (303) 234-5933 Inspection 'line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - Ca s5vn JobAddress: 4► e) 4- Permit Number: o I a '3 ) $ cl ❑ No one available for inspection: Time )_3, AMIPM Re -Inspection required: Yes t No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: fl---7----- DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax I�VS�P�EC�N N?TI c 9 , Inspection Type: 201- FleC - C V�on�tl Job Address: of Yo re I Permit Number:r'3 0 /!a ❑ No one available for inspection: Tim _ M Re -Inspection required:-'es)No When corrections have been made, call�figr re -inspection at 303-234-5933 Dat `' Inspect(( DO NOT RE VE THIS NOTICE i PITY OF,WHEAT, RIDGE .o Bbildingfnspectioi Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECZIOON NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspectio Ti eI AM/ Re -Inspection required: Yeas No When corrections have been made, call for re -inspection at 303-234-5933 Date: �i _ 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: ?_' 1 C V n 0)".- T Job Address: VG 11 Qic; PI Permit Number: ❑ No one available for inspection: TimeAM/PM Re -Inspection required: :Yes ' No When corrections have been made, call for re -inspection at 303 -234 - Date: j / 9 Inspector: t� 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: 31a - 7 ,i:5 - c._.onS-J. (Y)C Job Address: 2 9r:U )e,) S4 Permit Number: o) $ o 3 O 2; q ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes ,/No When corrections have been made, call -tore -inspection at 303-234-5933 Date: w I -Z_—_[lnspecto�r�^ DO NOT REMOV9 THIS NOTICE 'CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE • II r Inspection Type:, e m is _ C'cnx)- ! e Job Address: Permit Number: D J D a 0-a 9 C_ ❑ No one available for inspection: Time)" AM/PM Re -Inspection required:(`Yes No When corrections have been made, calfT6r re -inspection at 303 -234 - Date _ 1 "` Inspector�� DO NOT REMOTE 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: ❑ No one available for inspection -T_" ? O A&M Re -Inspection required: Yes`L,Ne-' When corrections have been made, call for re -inspection at 303-234-5933 Date: -,.--2 / 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: /0 ­� �.'`i Job Address: Permit Number: �? �n i ❑ No one available .T'Qf-inspgption: Time AM/PM Re -Inspection regbired:.- Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Dater (J' Inspector: /yl—`r f DO NOT REMOVE THIS NOTICE 4' -,,-,CITY OF. WHEAT RIDGE Buildirfg'Inspection Divi -Sion (303) 234-5933 Inspection line (303) 235-2855 Office • (303),. 237-8929 Fax INSPECTION NOTICE Inspection Type:Q-� Z� �- Job Address: Permit Number: ,'; ❑ No one available for inspection: Time/, --7 AM/PM Re -Inspection required: Yest" No, 'When correctio shave been made, call for re -inspection at 303-234-5933 Date: % �_ Inspector: �-- -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I EC Job Address: roiln Permit Number: �- o ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes No_ When corrections have been made, call for re -inspection at 303-234-5933 Date:�� ` Inspector: If/7# 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: ) c2 G, Job Address: 3c? g _%47)Y _- Permit Number:�I a. ❑ No one available for inspection: Tirnd*" '�AM�M Re -Inspection required: Yes ' No When corrections have been made, call for re -inspection at 303 -234 - Date:. �c�! c Inspector: DO NOT REMOVE THIS NOTICE c a ev { r k- v i r , o N (. C dM P h nr Y Service • /h-ee9rity • professr'otia(isv►+ REQUEST FOR INFORMATION 4— DATE: 11/29/2018 PROJECT: hacienda Wheatridge RFI #3: Floor Drains TO: Ilias /James FROM: Crosslands Construction Co. REQUEST: Requesting information that floor drains are to be shown in the cooler and freezer areas per "2012 IPC Section 802.1.2. The floor drains are not shown on the "For Construction" drawings issued 11/27/2018. Please advise: RESOLUTION: MDP-FLoor drains are not required at proposed locations. Section 802.1.2 ,U„NEC1 ''s,. ; indicates if floor drains are located, then ........r!�� y• measures need to be taken. TM 12-3-18 �°Ff'�;ONAL •E���'y,,,• r„i i,u4 Crosslands Construction Company F = 5750 DTC Parkway Suite 145 j.; Greenwood Village Colorado 80111 Phone: 303-346-1444 Fax: 303-346-1434 www.crosslands.us i. CITY OF WHEAfRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax f' c° INSPECTION N TICS &) .Rlfp [1 w Inspection Type: �-� Job Address: _ } c Permit Number: :ZnI<g�;, =,�D ❑ No one available for inspection: Time / Q Y t Re -Inspection required: Yes, -,'No 1--l- When —l*When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE e � 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: r,�1, ` r� Vit. t' r f: , 'v a ,�- .� 0— Job Address: t^ Permit Number: c yo s C ❑ 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: 1 lInspector: 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 INS ff CTION NOTICE 5 C_ %,.1 f t, —c-, t P Inspection Type: U r-�2 t2 t` C / rou orf Job Address: Permit Number: t' 0 2- ❑ No one available for inspection: Time4AIVJ�PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: I I -t a Inspector: "��` P q DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ABUtiding Inspecfron Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC Inspection Type: Job Address: Permit Number:v�`�� ❑ No one available for inspection: TimAaM 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 �W heat -Midge MUNITY DEVELOPMENT Approved by: FOR OFFICE USE ONLY 1Z I Date City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the information found on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification shall be signed and sealed by both a CO Professional Engineer and a CO licensed Architect and submitted for review and approval prior to proceeding with any further construction. DATE: 12/12/2018 PERMIT# 201802029 ADDRESS: 3298 YOUNGFIELD ST. WHEAT RIDGE, COLORADO 80033 UNPLATTED. DEED RECORDED AT REC. NUMBER: F110326 SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 12.5' REAR: 14.6' SIDE: 44.2' SIDE: 74.0' The MINIMUM ELEVATION has been determined to be: 5520.0' (NAVD88). All measurements have been determined on the following location: Check only one): X Top of proposed foundation wail prior to piacement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached sheets. Signed Professional Surveyor Print JOHN B. GUYTON Date 12/12/2018 FSI JOB # 18-71948 www.ci.wheatridge.co.us REGI ;1z�sz�1 s �Lp < Rev 10/2018 ENGINEER: Based upon the survey information provided above for the top of foundation wall and required setbacks, the top of foundation wall setbacks for the building corners have been found by me to be in compliance with City of Wheat Ridge required limits. Signed Professional Engineer Print ARCHITECT: Date Based upon the survey information provided above for the top of foundation wall / top of slab elevation(s), the foundation elevations for the building corners have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. Signed Print Licensed Architect Date NOTICE TO SURVEYOR: Attach the applicable sheets from the approved Civil Construction and Building Department Plans to this form and include the following information: 1. Bubble or clearly highlight the area where the measurements were collected. 2. Setback distances shall be required to a minimum of three (3) sides of the structure. 3. Elevations shall be required to a minimum of three (3) sides on top of foundation forms prior to pour, or top of foundation concrete subsequent to pour. Return this Certification form and associated Plan Sheets to the City of Wheat Ridge Building Division (303.235.2876) for review and approval prior to performing further work. Rev 10/2018 HACIENDA COLORADO AT APPLEWOOD VILLAGE SHOPPING CENTER SITUATED IN THESE 1/4, NW 1/4, SECTION 29, T3 S., R 69W. OF THE 6TH P.M. CITY OF WHEAT RIDGE COUNTY OF JEFFERSON. STATE OF COLORADO CIVIL IMPROVEMENT PLANS i CAUTION - NOTICE TO CONTRACTOR Tr YOUNGFIELD STREET GENERAL NOTES Zo BENCHMARK �w LEGEND o � on , IV P DUMPSTER ENCLOSURE BLOWUP © Smiisg D.tn Assocla-, Ilc S &YOURDFIEUI -[UT RIDGE, CO B 3 f c001"cy Centers. C203 FOUNDATION FORM EXHIBIT Po o"omrc."°° HACIENDA COLORADO AT APPLEWOOD VILLAGE SHOPPING CENTER, SITUATED IN THE SOUTHEAST I14 OF THE NORTHTEST I/4, SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 NEST OF THE 6TH P.M, xr o.xp o swm. x.x« na rs CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO eow s..rt «caw.00. «'4f wx. SHEET 1 OF 1 0 D���D can ni n �.. ss omw r.crz m.. nx .ttvx•rt oxo wa «n MPIE1fD�0DD VRL.1Gfi �9DP-G K uw[ mnx rtn rtrxs mw m[ Dort a mE mnrcnnw sxoxx �psna y,-�GRA�PH_I-C�SCAIE City or Approved by: Wheatj COMAMON11Y DIVEIUI'MI N I 910 FOR OFFICE USE ONLY Inspector City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the information found on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification shall be signed and sealed by both a CO Professional Engineer and a CO licensed Architect and submitted for review and approval prior to proceeding with any further construction. DATE: 12/12/2018 PERMIT# 201802029 ADDRESS: 3298 YOUNGFIELD ST. WHEAT RIDGE, COLORADO 80033 UNPLATTED. DEED RECORDED AT REC. NUMBER: F110326 SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. Date The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 12.5' REAR: 14.6' SIDE: 44.2' SIDE: 74.0' The MINIMUM ELEVATION has been determined to be: 5520.0' (NAVD88). All measurements have been determined on the following location: Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached sheets. Signed Professional Surveyor Print JOI-IN B. GUYTON Date 12/12/2018 FSI JOB # 18-71948 www.ci.wheatridge.co.us REG GE• s4 :12./12/18 �'�,'•.• L9 ..• .• J 5 Rev 10/2018 ENGINEER: Based upon the survey information provided above for the top of foundation wall and required setbacks, the top of foundation wall setbacks for the building corners have been found by me to be in compliance with City of Wheat Ridge required limits. Signed Professional Engineer Print Date ARCHITECT: Based upon the survey information provided above for the top of foundation wall / top of slab elevation(s), the foundation elevations for the building corners have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. Signed Print Licensed Architect Date NOTICE TO SURVEYOR: Attach the applicable sheets from the approved Civil Construction and Building Department Plans to this form and include the following information: 1. Bubble or clearly highlight the area where the measurements were collected. 2. Setback distances shall be required to a minimum of three (3) sides of the structure. Elevations shall be required to a minimum of three (3) sides on top of foundation forms prior to pour, or top of foundation concrete subsequent to pour. Return this Certification form and associated Plan Sheets to the City of Wheat Ridge Building Division (303.235.2876) for review and approval prior to performing further work. Rev 10/2018 t' 1H Alh eu m Hal gF In � M o W o 191 g ix 0 ---- '" -- € 9Qp -- --- - --- --------------- ------- U sN$� v Sr 9, tt ME m � 21' ;. I u , arS=°gdp 380 I _ �c8fa9} a M p a® A,21 6ig6 "aa6 2 Z I b 1 pl�D £ 8Fgg qg 0 5 H.- .=Rf NRy7A > F o I a z . I DC l t �10 R. � Q $ o I - KVT I I �Z i0 ^p iy SPA �ffig 1 I F m, D h I _ Z -1 0 '------------ ---- - I7,7, cz: N r- <2O�m �+ 5 jI� �.>rAjrrj Z N ZLO no C) �Tm om2 O Om -p o3'9 asp Z C) ago I I c (� 8 g; Z m .. G (I z iR A L m � d � a 0 0 0 0 0 4 3 o 8pSF s s AI Q a eggi ° z W n 20 QA om 000 E^ i RL`nsp€ F A iesL n� 64' 8� e9 2 X. o Flatirons, Inc.FOUNDATION FORM CERTIFICATION _ _ nemerun rm Snrr,el.ing, £argineering&Geornwio v m �.9w.FlanrovuGr...we C3vfirlends C—t—tion Company a � — _ � tg9f91 AK b3��i9�6K, fi,e l96 s 694 x L CO 60601 C0 eOJN � MtR, CO 60616 - - �^.A. cN: (J9Jy ne-,aJJ 9w. (Jos> .aJ-mol lsw) 9x- 9v _ _ ♦k: (JOJ) »6-.Jee %: (J0J) <1]-90.10 sii: IJOJ) 931-Jt60 1016 MM'ONS u�F - _ A b 4 H v 8 s 6r nr 3� s 9 �z o� 64' 8� e9 2 X. o Flatirons, Inc.FOUNDATION FORM CERTIFICATION _ _ nemerun rm Snrr,el.ing, £argineering&Geornwio v m �.9w.FlanrovuGr...we C3vfirlends C—t—tion Company a � — _ � tg9f91 AK b3��i9�6K, fi,e l96 s 694 x L CO 60601 C0 eOJN � MtR, CO 60616 - - �^.A. cN: (J9Jy ne-,aJJ 9w. (Jos> .aJ-mol lsw) 9x- 9v _ _ ♦k: (JOJ) »6-.Jee %: (J0J) <1]-90.10 sii: IJOJ) 931-Jt60 1016 MM'ONS u�F - _ v Mix Iz�a W CWF 55�2F �Zxo 4M 0 LL w ZW� 01�ao 1" �ooA O E"c Q/ 3 ZF G SFO LL= p 3 F OoFU N Q O qx � F Be� gmp �W� P2, g�5v W ,Ti S y oso H; �+ !83u iN a X49 99« 4 sa Yruwry atoz irosMw r-ae (<al �x� ave-rn (roc) .xve mr-aee finel '+re 9-a[e (rOr3Yi3a iaaa ro �mNn� ttel-0.7 `WK,WI d "F .(vudwo� ua(7anx)suo� spumtcsal� (� s sv9oi wrr rer 3�s 3nr 9ai rest Y.r warge I,LdJIdIJ.2l�J W80.I NOLLVQNAOd -Jul a Wrrl M 6L8 1= �v rt R �3 en S cn � �g b i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIOf NOTICE Inspection Type: Job Address: -,"? Ci � J ' Permit Number: DQ, b a 0 c) .) 1 ! ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: I d I I Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201803189 PERMIT NO: 201803189 JOB ADDRESS: 3298 Youngfield St JOB DESCRIPTION: Site lighting ISSUED: 12/13/2018 EXPIRES: 12/13/2019 *** CONTACTS *** OWNER (303)300-5335 US RETAIL PARTNERS LLC SUB (720)235-3545 Alan Zsebe 180273 Zsebe Electric, Inc. GC (303)346-1444 Jeff Durbon 019883 Crosslands Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 570 / Banks BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,785.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 100.49 Permit Fee 125.05 ** TOTAL ** 306.82 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed hat all wor to be pe formed is disclosed in this document and/or its' accompanying approved plans and specifications. 4�v Signature of OWNER or CON CTOR (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 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 pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code y o dinanc r 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 Wheat die COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)-ci.wheatridge.co.us CU FOR OFFICE USE ONLY Date: npt Plan/Permit # l/� 111 VVV VVV� Plan Review Fee:4 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 302 9q yo✓✓t�9,5 4-11 L/ J �tl S Owner (please print): /QG Phone: Property Owner Email:�O M r1l e- 9 ��� 1�t Ct cn �--� Cx n i C. v M Tenant Name (Commercial Projects Only) �1�/'��� ✓� ° ��/�� �`7 t Property Owner Mailing Address: (if different than property address) Address: �'y�'O (��cJ• �� )el /#-' b yo City, State, Zip: �/�� 1,/00 V, Architect/Engineer: est <I Cor✓1, Architect/Engineer E-mail: G S @ 3Covts v � ,n� ext �s -Phone: 303 35- 7 - C 99q Contractor Name: 2?S <,i>t (= /-e � r t L City of Wheat Ridge License #: /8 aa� 3 Phone: %aD Contractor E-mail Address: 6-k f o -n i -e C -t I( -,1L .CGS For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Sm �� Phone: :3o 3 _35-7_ CONTACT EMAIL(p/ease print):_ G 5 3 cc h:5,0 t_ c %*\..t t<-5 , wrn 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 # -S� 3� 5 a,47��_ C 1116 0600 33 3 Complete all highlighted fields, if applicable. ®COMMERCIAL ❑ 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. 65 1 ja c AvS��+y �p�,��.J�o �1 f�a Ir.� �'� t<�' �►����n S or'I�� 4.� �r4 Sq. FULF Nl t+ BTUs N 1A Gallons /Vr� Amps Z o A Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: rroje7alue: (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) (CONT CTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (C ,flA Signature (first and last name): DATE: / - 9 8 Printed Name: /-/✓� ,a / ' ' rs ZONING COMMMENTS: Reviewer: BUILDING DEPA ENT COMME TS: Reviewer: )zl(��1� PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: — 9f Building Division Valuation: q�2 1* � 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: LIQ Job Address:`t Permit Number: J ,Osrqj ❑ No one available for inspection: Time AM/PM Re -Inspection required: YesL7N�' When corrections/ been made, call for re -inspection at 303-234-5933 Date: I 1., /19 Inspector: '10 i 'DO NOT REMOVE THIS NOTICE ► ' City of Wheat Ridge Commercial New Structure PERMIT - 201802029 PERMIT NO: 201802029 ISSUED: 11/13/2018 JOB ADDRESS: 3298 Youngfield St EXPIRES: 11/13/2019 JOB DESCRIPTION: New Commercial Bldg, 2 -Story, Freestanding, Restaurant, 9731 sq ft. (1st floor 7598 sq. ft. and 2nd floor 2503 sq. ft.). Uses include full dining space, bar, commercial kitchen, and 2nd floor outdoor balcony patio. Exterior materials include stucco, brick veneer and wood siding trim. Tenant: Hacienda Colorado *** CONTACTS *** GC (303)346-1444 Jeff Durbon 019883 Crosslands Construction OWNER (303)300-5335 REGENCY CENTERS CORP SUB (303)797-3920 Mark Beimers 021093 Marxaire Inc. SUB (281)726-6994 Chris Peterson 180373 CSP Plumbing Services SUB (303)421-3390 Thomas N. Edlund 019555 Viking Electric, Inc. *** PARCEL INFO *** ZONE CODE: PCD / Planned Comm Devel. USE: UA / Unassigned SUBDIVISION CODE: 570 / Banks BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2, 000, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 6,865.33 Use Tax 42,000.00 Permit Fee 10,562.05 Engin. Review Fee 700.00 ** TOTAL ** 60,127.38 *** COMMENTS *** *** CONDITIONS *** Parking lot lighting must be on a separate permit. Approval from presiding fire department required prior to final building inspection sign -off. 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. **Civil improvements must comply with approved/stamped Civil Documents approved by Dave Brossman 7/13/18** As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey, Improvement Survey Plat, or ALTA/ACSM Land Title Survey shall be submitted to the City to verify compliance with approved plans. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Site signage will require separate permits. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°1 of the cost of the installation shall be required. 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an at allAwork to be pertormed.is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CO RACTOR (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 ript proceed or conceal work without written approval of such work from the Building and Inspection Services Div o 6. Th anc or gran of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap a or ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Oficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ./" City of ��Wh6a-W,NDgE M Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 MMM5 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: N Plan/Permit # 2019�z o Z2 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: 3298 Youngfield St., Wheat Ridge, CO 80083 Property Owner (please print): Regency Centers, Thomas Metzger Phone: 303-300-5335 Property Owner Email: tommetzger@regencycenters. com Tenant (Commercial Projects Only) Hacienda Colorado Property Owner Mailing Address: (if different than property address) Address: 8480 East Orchard Rd. Suite 6900 City, State, Zip: Greenwood Village, CO 80111 Architect/Engineer: Aria Group Architects, Inc. Architect/Engineer E-mail: isaoukbaev@ariainc.com Contractor: Crosslands Construction Company City of Wheat Ridge License #: Contractor E-mail Address: jeff.durbon@crosslands.us For Plan Review Questions & Comments (please print): Phone: 708-445-8400 Phone: 303-210-1948 CONTACT NAME (please print): Ilias Saoukbaev Phone: 708-445-8400 CONTACT EMAIL(please print): isaoukbaev@ariainc.com Sub Contractors (Must provide Wheat Ridge License No.): 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 # RI 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. New, freestanding, 2 -story, restaurant building per the s.f. listed below. This includes a 7,598 s.f. first floor and 2,503 s.f. second floor. Uses include full dining space, bar, commercial kitchen, and 2nd floor outdoor balcony patio. Exterior materials include stucco, brick veneer, and wood siding trim. Commercial Projects Only: Occupancy Type Sq. FULF 9,731 s.f. BTUs Amps 1,200 Squares A-2 Construction Type: V -B 3,500 Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) 2 million 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) or Signature (first and last name): Printed Name: Iljas Saoukbaev IITHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) DATE: 07/13/18 DEPARTMENT USE ONLY ZONING COMMMENTS: 20/44 {7C�% r C ggfwtd OCCUPANCY CLASSIFICATION: _ z r&!��t� C..! �- CONSTRUCTION TYPE:y Reviewer: ~ ' ( Z LO BUILDING DEPA3TMENT COM NTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer� G>T �L)L4-r104-j Erk Building Division Valuation: 216031= ,5. V E D NOV r sVvh,6at v T 17kd TY D1__VLL0PMj,-N-F Per )MMUNI "SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each subcontractor. Subcontractor's City Of Wheat Ridge License number must b- c provided in the applicable space. This form will not be accepted with missing infonnation. Project Address: Permit #. e-7 General Contractor: Electrical Sub -Contractor Company Name: Phone State License Master Wheat Ridge License Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #:-- State License Master Wheat Ridge License (re(Illired fiviaj Signature of Authorized Agent Bate Mechanical Conti, actor Company Name: IYI�ZfK_ — tone: Ao� 2 Wheat Ridge fAcellse #: tielff) Siglature of Au�thoriz�ee�dAge�n�� Date on City of m he at 1 _ C0MMUNrjYDLVL'L0J'M NT ___.. SUB -CONTRACTOR AUTHORIZATION_ FORM This form must be signed by each sub -contractor. _ Subcontractor's City of Wheat Ridge License number must be provided in the applicable space, This form will not be accepted with missing information. Projcct Address: Permit : General Contractor, Electrical Sub -Contractor Company Name: Phone #: State License #:' Master #: Wheatll d �icense #: � _ Signa re o Authorized Agent Date Date Plumbing Sub -Contractor Company Name: Phone #: State License #:­ ­ Master Wheat Ridge License #: _ Signature of Authorized Agent �T-- Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (a•t`yttircil tiel(i) Signature of Authorized Agent Date W NOV City of wheatp kr�jt!,L4- CoMNAUNI 1-Y DIAILOPMEN-F %r:p�� SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge 1,icense number must be provided in the applicable space. This forri, ',vill not be accepted with missing information. Project Address:— 1117 Permit eq zgo, General Contractor: C% Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #.. Signature of AuthorizedAgent Pluffibinro, Sub -Contractor Phone #: Master #.-- f � V(l th red field) l6a­te­----- Company Name:_,,_ Sr' Phone 9 -IL State License #: f2C ' Master Wheat R' eL* e se #: -/ - -8 --o-t,quited fit-ld) AZ t Signa ---- e Authorized Agent Datc Mechanical Contractor Company Name: Phone: Wheat Ridge License 0 equil't'd field} Signature of Authorized �Agent Date City of Wheat Ridge Commercial Demolitio PERMIT - 201800593 PERMIT NO: 201800593 ISSUED: 03/05/2018 JOB ADDRESS: 3298 Youngfield ST EXPIRES: 03/05/2019 JOB DESCRIPTION: Commercial Demolition for the total demolition of the Wells Fargo Bank building. State of Colorado demo permit#18DE1127D. *** CONTACTS *** OWNER (303)478-7321 REGENCY CENTERS CORP SUB (303)920-3366 Jacob Olivas 090488 American Demolition Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 570 / Banks BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 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 ermit. I further attest that I am legally authorized tonclude all entities named within this document as parties to the work to be performed and that all work to be.perf0,med is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or - ONTRACTOR (Circle one) Dat 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 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 Off-cial and is not guaranteed. 4. No work of an 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, any violation of any provision of any applicable code or any or4mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o Chief uildinDate REQUESTS MUST BE MADE iolli-.5911 ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29'h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: plan/permit # 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: Owner Property Owner Email: Mailing Address: (if different than property address) Address,- State, ddress: State, Zi KFAMM Phone: Arch ' ect/Enoingr -- Architect/Engineer E-mail: Contractor: Phone: Contractors City License Phone: 3L 1.) — �1� Contractor E-mail Address: aL— (i -- Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 521 M COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING RESDENTIAL 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 SYSTE/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) 111Qmf-Lj:tr',e--,PC (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 oft matt�erials to be used, etc.) � Sq. FtJLF -�1 �(� X �� Btu's Amps Squares Gallons Other Project Value; (Contract value or the cost of all materials and labor included in the entire project) ONVNER/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 pennit 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. CIRCLE ONE: ( WNF.R) (CONT TCRA� ORj� (AUTHORIZEUREPRESENTATIVE) of (0PrNER) (CONTRACTOR) PRiNT NAlt9E; SIGNATURE: t S DATE: I 'i i DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY Q? ASSIFICATiON Reviewer TYPE OF CONSTRUCTION SPRINKLERED _, BUILDING DEPARTMENT COMMENTS OCCUPANT LOAD Reviewer PUBLIC WORKS COMMENTS Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation Distnet ❑ Received ❑ Not Required Building Division Valuation: $ �i titin, �l IC'. l �1. Colorado Dep,,mment of Public Health and En`itonment DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ tuC� (see instruction #1 on reverse side) 5yUm{ form to Perm,! Coordinator Colorado Dept of Pubiic Health and Environmen' APCD-IE-B1 4300 Ct arry CreeK Din -4e, Soutn Derver CO BC246-1536 Phone 3C3-652-3100 Fax 303-782-0276 Ashestos(@i57ate 1.0 til Regulated asbestos -contain ng rhaterials means (a) friable mgAgos (b) r'aw�oy I nRnfr,able AIM that has become in (c) GALIttgor3L.L non friable ACM that will be or has been subjected to sanding xiifi 9 cu!tii 9 or abrading or (d) Ci tegary),+ nonfnable 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 .jemn;ilNon or r.- ,nvatrnn operations regulated by this regulation Note Asbestos -containing sheet vinyl and linoleum must be properly - abated/removed prior to demolition Ccmpanv Name e Building Name i American Demolition Wells Fargo Auto Bank Square footage of footprint of taalrty or portion of f2evity to re oemol,shed tree) 401 \ KIINFR RD 1,168 s ft � Cry State Z;oCode Street L) BRI61I I ON„ 0) 806 .01: - f 3298 Youn g eld St__ _ N City County Z Code C - Te eohone z Fax x O ( (I,'. } t)?I)-33f,f (303) -130-954? = Wheatndge Jeffersor 80038 _..._.- _. Proiec! Manager -- ('ell Phone # ---------�T^ ---- Pro d DaJ,e_ -- �t R!81��rt Date O 1AKFCiI.IVAS (.7(13) '_1u -13b7 C /111—�(jZ �� 7?c7.�G E McTh�Me ns of Demolition I certify that me Certified Asbestos Building Inspector has informed me p about ary remaining asbestos -containing matenals m the facility to be 4% E1 demolished X Wrecking C1 Burning C] Implosion ❑ Mowng El Other specify O � Sign' die. Print Name- JAKF OLIVAS Burning requires aoddwnat authorization -Please coil {303) 69-^ 3'C-0 and as andfin Piece+ring Building Debrs i BFI I ( kk L R I .A \ 1 1 L.I_ to speak to the Open Bwning Permit Coordinator General Abatement ConlLaclor `GAC? ` Owner s Name _1..._.-._... __—_.. pro «. > r, CA 0 CDPHE Asbestos Permit u Total Quantity of Asbestos Removed 3 Street 7T O Gly State Zip Code .0 E Date Removal Completed Teepnore # CA 0t t.t _T , Typeis) of A5beslos-Containing Material Removes m Contact s Name Telephone if I 1 ) With my signature below. I certify that I possess current AHERA accreditation and state of Colorado certification as o an Asbestos Building Inspector I also certify that 1 have thoroughly inspected the facility to be demolished as listed t In the Demolition Site block above sampled all suspect materials, had all samples analyzed for the presence of CL asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility ' I also certify that I have informed the ownerloperator of the facility or the demolition contractor that any o asbestos -containing material allowed to stay in the facility must remain non -friable during demolition Specify type(s) of ACM remaining. below. (check appropriate box(es)): L) G Vinyl fl or hie (VAT) VATmastic ( Tariasphalt Impregnated rooting ❑Asphaltic pipe coatings a � esrbestos gVAT S ra -a Ilerd'tar oaten s auik� Glazing ❑ Other, specify Fr natuiL tin nied}Name 'g` 1= "�s.�✓ _ f ` L d Yi4y cS Gore : ` F Hai Irspect,on CO Cert a Expiration Dare Telephone z Cell PhoneA cs / j n ✓ rr l..:e ” r ( - -t"14 , (6J ) I verWy that aJ refrigerants from air conditiori6girefrigerabon appliances have been property recovered in accordance with AQCC Regulation No 15ifor infom-ahcn on CFC requ rements call 692-310M I further verfy that all luminous exit signs (Containing radioactive materiah nave been o p disposed of in accordance with 6 CCR 1007-1 subpart 3 6 4.3 (for information on lumincus exit sign requirements tail 303-692-3320) 0 d CHECK THE APPROPRIATE BOX: C 3 C m ❑ Building Owner X Contractor Other I Date_ 10 19'201 Signature Print Name JAKEOLIV'AS THIS BOX Is FOR CDPHE USE ONLY: Postman++allvery Date 2-2/471`1�yq j Approved By Code nnial-310 ❑ transfer -380 Form of Payment &# Gk fit C P� t Reco ate Issued Regulated asbestos -contain ng rhaterials means (a) friable mgAgos (b) r'aw�oy I nRnfr,able AIM that has become in (c) GALIttgor3L.L non friable ACM that will be or has been subjected to sanding xiifi 9 cu!tii 9 or abrading or (d) Ci tegary),+ nonfnable 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 .jemn;ilNon or r.- ,nvatrnn operations regulated by this regulation Note Asbestos -containing sheet vinyl and linoleum must be properly - abated/removed prior to demolition D&$x �NGfiELD.STREET/ ___ _ t -------i I 7 7 --- a__i 1_---___-a_---': - I I y � I i —•moi A 7 a I t J 1 I 1 1 I I 1 1 AII 0 �0 II I o ® gil89 'Lot", gill § 0 R= 1 ! A Z a B €5 R • a q o R AN AN c R a w p IM, Dto a I I I I Z 9 L i I it t p � .x : §1 e 1 s e 3 '1 1 u� gid _� �,���'��m:: ,�.�_�_�.d d d II gil89 'Lot", gill § 1 5 t� w p IM, 9 E� rply r 0 I, 6 6) -o<8 1!_ ---- Zoon z G1D m= -!I �II g R D - m II— o Ao0 m or I I I I I Z 9 L i I it t p � .x : §1 e 1 s e 3 '1 1 u� gid _� �,���'��m:: ,�.�_�_�.d d d gil89 'Lot", gill § w p IM, 9 Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITIOIN APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Enviromnent pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/pennitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure" during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 3/7/2018. The actual scheduled work dates are from 3/7/2018 through 5/7/2018. Approval issued on: 2/26/2018 Record number: 135218 Notice Number: 18DE1127D For the location specified below: Wells Fargo Auto Bank 3298 Youngfield St. Wheatridge Denver County This notice has been issued to: American Demolition Inc. r 401 N. Kuner Rd. Brighton, CO 80601 Fee Paid: $60.00 Check number: 11030 Asbestos Building Inspector: tn Daniel M. Benecke Cerification No.: 1947 Inspection Date: 02/15/2018 Issued y: CLB REGENCY CENTERS APPLEWOOD SHOPPING CENTER CITY OF WHEAT RIDGE, STATE OF COLORADO WELLS FARGO ATM DEMOLITION 3298 YOUNGFIELD STREET r$ I 1 1 f`NBy j / t _1L -a � I RB s206YIXMOF16DSr. II W411111,10W411111,104 O DRNS-THRU I I ATNv CANOPY GLAD 1 t I q CP -- �I—� i I i'is t z 14(( �� I INSTALL i IN"!IP GEEASRNO AVEMENI I I I i :•'1','x::;.1 ''t �'K.'r, jj 1 EATVRE3 MI R GAl7 A III I I I I ( '�'('�`r'd I\ � �i'"Y -^� R I I �� I I .�1 } ':•t;> 3A a)' f,AD, AS or ?eor nq�wo , zk�o CONSTRUCTION SEOUENCE 1. MEET ALL EMP PROTECTION, PRBCONDTRUCTION MWINO. ANGOR OTHER CRY, COUNW, STATEOR FEDERAL PERMIT REMARBAEIRS I INSTALL INITIAL, PERIMETER BMPCOTRROLS (BF, Vm BCL. P) PRIOR TO ANY LAND OISTUREAHCF. 3. OEMOLRIORWINUILOViGAND ERE AND BEGIN REGRAOMO: INSTALLTENPORAAY EEELMGANO EROMONOGKIROL BLANKETS AS ORACINO IS COMPLETED, 4, ADJUST SIPSASNECESSARY TO MAINTAIN EROSION AND SEDIMENTATIONPROTECTION THROUGHOUT CONSTRUCTION. INSTALL ADDITIONAL INTERIM BMPS(SSA. BCI, P, RS,RSBJ. 5. DOMRETEREORAI 0. ADA/ST BMPS AS MECE56MVT000MPLEIE PAVMG. I)TKITYMDBUILOM6 CON8TAUCfgN. T. INSTALL FINAL SffdNG AND EROSNON CONTROL STABILIZATION. S REMOVE BAPS ONCE SITE ABACHISS FIRM. STAINU ATION, LEGEND — — — LIMTS OF CONSTRUCTION DISTUR3ANCE SF 0 CAUTION -NOMETOCONTMOOR o 10 z a /i V 1. ARE D ef NORTH SCALE 1'.204` MUSTMGTOREANN COMPANALL Y ANLOCATIONS FIELDSNOriN EVIDENCED THE TIMAPSE OFOU VEYA" ISTOS CONSIDTIUTY ERIF COMPANYAJDFIELDSURFACEENl DE15 TOETIMETOSURVEYANOSIX poS11HOT0 SE REMOVPD {} THE AMATE LOCATIONFALL ONLY, R IS THE COR RACTOR'S RESPONSIBLITYTO FIELD VERIFY T FIELD AHE QI EQST. MANMO,E FIEL TNT FIELD LOCATION ALL IRILR PUBLIC OR PRIVATE VSTOT R SHOAt1 ONTHEPLANSOR SASL FIRE HYORAHT +,��i f r: R PO NOT, PRIOR TO CONSTRUCTION. REPORT ANY dRTPMJCIESTOTIEEHDNBSH{ PRIOR TO TO 12r KR^*.ftf+BSIOW. CONST IEJCRPt. EAST. BOLLARD i�d1l bdom:mck 2 AHEREAPROPGSMUTILITY CROSSES ANOUSTIKSUTILITY, 013THE CONTRACTOR'S RESPONSIBILITY TO FIELD VEWFYTHBHORIZOWAL AND VERTICAL LOCATION OF SUCH EASTINO w E)OSRNGWATERUNE LMErTY.ETMATHR000NPOTHOUNGORALTERMATIVEME7NOD REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION EASTINGSANRARYLME ?eor nq�wo , zk�o CONSTRUCTION SEOUENCE 1. MEET ALL EMP PROTECTION, PRBCONDTRUCTION MWINO. ANGOR OTHER CRY, COUNW, STATEOR FEDERAL PERMIT REMARBAEIRS I INSTALL INITIAL, PERIMETER BMPCOTRROLS (BF, Vm BCL. P) PRIOR TO ANY LAND OISTUREAHCF. 3. OEMOLRIORWINUILOViGAND ERE AND BEGIN REGRAOMO: INSTALLTENPORAAY EEELMGANO EROMONOGKIROL BLANKETS AS ORACINO IS COMPLETED, 4, ADJUST SIPSASNECESSARY TO MAINTAIN EROSION AND SEDIMENTATIONPROTECTION THROUGHOUT CONSTRUCTION. INSTALL ADDITIONAL INTERIM BMPS(SSA. BCI, P, RS,RSBJ. 5. DOMRETEREORAI 0. ADA/ST BMPS AS MECE56MVT000MPLEIE PAVMG. I)TKITYMDBUILOM6 CON8TAUCfgN. T. INSTALL FINAL SffdNG AND EROSNON CONTROL STABILIZATION. S REMOVE BAPS ONCE SITE ABACHISS FIRM. STAINU ATION, LEGEND — — — LIMTS OF CONSTRUCTION DISTUR3ANCE SF ILO.WIPROPERTYLINE SILT FENCE ADJOMINO PROPERTY — — — — — — EABEMEM LINE MUSTMGTOREANN --.------------ poS11HOT0 SE REMOVPD {} E788RNOSRELKM QI EQST. MANMO,E VEHICLE TRACKING PAD SASL FIRE HYORAHT +,��i f r: EJOST. WATER VALVE EOST, ■GN • EAST. BOLLARD — — — — — — — LMITOFCONSTRUCTION w E)OSRNGWATERUNE g EASTINGSANRARYLME — --.,T E IISTMGTELEPHONE EASTINO GU (LIME to EXISTING ELEOTESO LANE m OSWNNE WORM SEIER -----'—.-------_ 3AVVCUTUNE __ __ _- 55:. __ _- __. BJOSTING CONTOUR EROSION CONTROL LEGEND PART OFA giR10PM1Wr.7HELOTtTBREDEAOUTICN ��uN��18 EA CTEEDD TO COMGOEMATHMDLSO@EiCfM UPON ADORIONAL MPROV69ENTB WTHM APPLEAOODVILLAOE WIKH INCUSIETHE CONSTFLUCTION OF THEADJCBSNO STORM $CASR DRAINS THE CO TRACTOR W LL BE RESPONSOLEFOR THE FINAL STABILIZATION OF ALL DISTURBANCEWTHM THSDEMONSrRAI ED CONSTRUCTION BOUNDARIESREOMOLESS OF CAUSE CHEWCA f =f1O"ERM ALL CHEMICALSME Rg COYERWTHMTIIE CONS MVCTTMN TRAILER VA4S1 NOT IN USE MALTERNATNE TRAILER OR SHED LOCATION MAY BEUSED BUT MUST SE MARGD ONTNSTJTEMAP. A$PRL KIT MUST BEKM INTHESTORAGE AREA ;(o t% o osot 3 �SWIr g Do* AmIams, Ilc UfA IYJ6INISU• Wa06CVi.1RTJNT[CD TOMw.IRMMMM1AaM 3MYN WSNR 7NJNAa9A �RiyIYjJAAPA+aWwAe. PNAWPIILOQTNIL pNaf WPpIMtINId JCNNIGILGIIMPJ. CtILGSaOD g01MIM110N NCB }g1AON■ CIi1BILMGBSIIA6PCY.TE0. LL0 (4 0 e 6TILalIL6aYIM AJapOA}aA,Llt mnl,larAAw w , wo waRw n. as mamaN w+.� w. a Paan n mMmo, - Faawn �• n Iro: ♦ pat N aaamw 1nocB0tr 1 awvn. Iroeaan, JGi WELLS FARGO ATM DEMO 3298 YOUNOFIELD ST. WHEAT RIDGE, COLORADO Helping retailers thrive at 'S'Z7 RECENCY CENTERS MW ORCHARD RD. SUITE SB00 GREENNTOOD VILLAGE• C080T H TEL (303) 300.5308 INITIAL EROSION CONTROL PLAN ar¢rN„aiT C302 ��y10 Orl �Y — — — LIMTS OF CONSTRUCTION DISTUR3ANCE SF r�—+—••— SILT FENCE DF I— CONSTRUCTION FENCE ® SEDIMENT DOMROL 1A07 B9 aB� ROCKSOCKS TC{ VEHICLE TRACKING PAD !IAMATER +,��i f r: STABNZED STAGING AREA ISTOC ME. AL, HA2ARDOUS MATEEI EQUIPMENT. PUj•CR TOR3,90AL AND MAINTENANM ARM IP INLETPROTECTION ` y' DIRECTIONAIFLOWARROW = ERORONCONTROL Q SLINKEDSEEEN6 PROPOSED WITHIN DISTURBED AREA TOTAL LAND DISTURBANCE FOR PROUI KOS SO rr ISS&ACREG PART OFA giR10PM1Wr.7HELOTtTBREDEAOUTICN ��uN��18 EA CTEEDD TO COMGOEMATHMDLSO@EiCfM UPON ADORIONAL MPROV69ENTB WTHM APPLEAOODVILLAOE WIKH INCUSIETHE CONSTFLUCTION OF THEADJCBSNO STORM $CASR DRAINS THE CO TRACTOR W LL BE RESPONSOLEFOR THE FINAL STABILIZATION OF ALL DISTURBANCEWTHM THSDEMONSrRAI ED CONSTRUCTION BOUNDARIESREOMOLESS OF CAUSE CHEWCA f =f1O"ERM ALL CHEMICALSME Rg COYERWTHMTIIE CONS MVCTTMN TRAILER VA4S1 NOT IN USE MALTERNATNE TRAILER OR SHED LOCATION MAY BEUSED BUT MUST SE MARGD ONTNSTJTEMAP. A$PRL KIT MUST BEKM INTHESTORAGE AREA ;(o t% o osot 3 �SWIr g Do* AmIams, Ilc UfA IYJ6INISU• Wa06CVi.1RTJNT[CD TOMw.IRMMMM1AaM 3MYN WSNR 7NJNAa9A �RiyIYjJAAPA+aWwAe. PNAWPIILOQTNIL pNaf WPpIMtINId JCNNIGILGIIMPJ. CtILGSaOD g01MIM110N NCB }g1AON■ CIi1BILMGBSIIA6PCY.TE0. LL0 (4 0 e 6TILalIL6aYIM AJapOA}aA,Llt mnl,larAAw w , wo waRw n. as mamaN w+.� w. a Paan n mMmo, - Faawn �• n Iro: ♦ pat N aaamw 1nocB0tr 1 awvn. Iroeaan, JGi WELLS FARGO ATM DEMO 3298 YOUNOFIELD ST. WHEAT RIDGE, COLORADO Helping retailers thrive at 'S'Z7 RECENCY CENTERS MW ORCHARD RD. SUITE SB00 GREENNTOOD VILLAGE• C080T H TEL (303) 300.5308 INITIAL EROSION CONTROL PLAN ar¢rN„aiT C302 ��y10 Orl �Y COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (503-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 77551 Date : 8/12/2004 Property Owner: WELLS FARGO Property Address : 3298 YOUNGFIELD ST Contractor License No. : 21278 Company : Rio Electric LLC Phone : Phone : (720) 232-0558 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheal Ridge or crovenants, easements or restrictions of record; lhat all measurements shown, and alle9ations made are accurate; that I have read and agree to abide by all conditions printed on Nis application, and that I assume full responsibililyfor compliance with~ye Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances„/6r m{brk under this permit. (OWNER)(CONTRACTOR) SIGNED .,,~ff 5/ i U DATE S_ ) 7-6)I Construction Value : $8,000.00 Permit Fee : $199.30 Plan Review Fee : $129.55 Use Tax : $96.00 Total: $424.85 Use Description : WELLS FARGO DRIVE UP LIGHTING ADDITION BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : TRC Zoning : C-1 SuildPng-Ci84W; Approval: CR P}rbllc Works C 4i[l~ants:, Approval: Occupancy: Walls OK. MAX HT. OF FREESTANDING LIGHTS -18 FT. FROM TOP OF FIXTURE TO FINISHED GRADE. SOURCE OF LIGHTING SHALL BE FULLY SHIELDED ON ALL FIXTURES MUST FOLLOW NEC 2002 Roof : Stories : Residential Units : Electrical License No : 21278 Plumbing License No : Mechanical License No : Company : Rio Electric LLC Company : Company : Expiration Date : 2/28/2005 Approval : OK/KS Expiration Date : Expiration Date : Approval: Approvai: (1) This Oermit was issued in aaordance with the provisions set forth in yopur application and is subjecl to ihe laws of the State of Coloredo and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (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 abantloned for a periotl of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes hava 6een or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceetled one (1) }reai. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be done ihat will change the natural Flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenry-four (24) hours in advance tor all inspections and shall receive written approval on inspection card before proceedwith i~~H+eyeU._ 9 (6) The issu efli~it approval of drawiRgg and specifcations shall not be construetl to be a pertnit for, nor an approval of, any violation of the provi de ~any~ajbp'o~ce, law, rule or re ulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. WHEA COMMUNITY DEVELOPMENT DEPARTMENT of T~ BUILDING INSPECTION IINE - 303-234-5933 = a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: \ Date: p„~J APPLICATION PropertyOwner: 3s2 of If yDlir,cr 57,'el / we,115 FAr'90 Property Address: Conhactor License No.: 1 oZ 7 g Company: Q"'> 6 1 2G~ri'G l.l. G Phone: N /,1N Phone: -7ao-o?jr7-o~.SB OWNER/CONTRAC70R SIGNATURE OF UNDERSTANOING AND AGREEMENT Construction Value:$ ?p0o I hereby certily that the seNack dislances proposed by this permil applicaGon are Permit Fee:$ accurete, and do not violate applipble ordinances. rules or regulations of the Ciry of wheatRiApeorwvenants.easemenuwresiridionsotrecord;thatall measurements plan ReviewFee:$ shown, and allega6ons made are accurate; tliat 1 have read and agree to abide by all wntlitions printed on ihis appliwtion aod Nat I assume full responsibiliry tor LJSe'I'3X compliance with the Wheat Ridge BuilCing Cotle (U.B.C) and all oNer appliwble - T $ l Wheat RiOge OrdinanCes, for work under Ihis permiL Ot3 : (OWNER)(CONTR4CTOR):PRINTED J 0,✓KGS ICI.O Description: Oe115 I~Ar4o J .QOb~~ri-~~Or✓ ✓ J ~ Sq.Ft.added BUILDING DEPARTMENT USE ONLY SI : Sq. t.. 1 ONINGCOMMEMS: W1B* 4~}• If ApProval:~ Zoning: G•~ " fir~c.v ~O b i.~ ~ t 4 d i' v s .a 1 be f,,CLy c uiil* 4 a. f wA,t^t4 ' COMMENTS: ~ . Approval: xS~ rai e / i~~ ~ WORKS COMMENTS: Approval: 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 pertnil was issued in accor0ance with Itx provisions set fwth in your application and is subject to the laws of the Stale of Cobrado and to the Zoning Regulations and BuilOing Codea of W heat Ridpe, Cdo20o a any other aDWiwDle ordinances ot the Ciry. (2) This permit shail expire if (A) the work autliorized is not commenced within sixty (60) days from issue date or (8) the builGing authorized is suspended or abandoned for a period oi 120 days. (3) If this permtt expires, a new permit may be acquired fw a fee of one-half the amount normally reQuired, provideE no changes have Eeen orwill be matle in the orqinal plans and speaRcatbns arM alry suapension or abanAOnment has nat exoeeded ane (1) year. If changes have been a if suspensan or abanCOnment exceeds one (1) year, lull tees shall be paiC For a new permil (4) No wak of any manner shall be done Ihat wili change the natural flow o( water causing a Orainage problem. (5) Contractor shall noUfy the BuilCirp Inspector twanlytour (24) hours in a0vance fw all inspections an0 shall receive writfen approval on inspeelion card before proceedinp wiM successive phases of the job. ~ (6) The issuance of a pertnit or ihe approval of Orawinps an0 spacificatlona shaH rwt be consWed lo a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule w regu on. ~ r Chief B ' g Official P a c. 3 Ln 2 job 660U-cnq6 - l1,~ 71Z ~/o I LUMINAIRE SCHEDULE Toe i MNMI ! Calabg# LmP I 6aYaN DeMOiPMm VA Vohs T M-nbN l 1 A OAROCOFORM IO Wf{}{19 {1 ARM MOUNT SHOEBOXLUMMIAIRE,SHARP CUTOFF, FLAT GLASS, 16'•TALL 272 120 POLE 2 Al' SQUARE STRAIGHT ALUMINUM POLE. TYPE I DISTRIBUTION, BRONZE @ 16'-0' FINISH TYPE P3 8 GAROCC, 1W SERESi WF-101 ly 175W MH GAROCO 101 TRAPEZOIDAL WEDGE FULL CUT OFF WALL MOUNTED 190 120 WALL 5 LUMINAIRE, FORWARD THROW DISTRIBUTION, HORIZONTAL LAMP, FLAT @ 10'~ I GLASS, BRONZE FINISH, WET LOCATION. C COOPERPORTFOLO C6126.1E-6251U! (11 26WMH PORTFOLIO RECESSED ROUND DOWNLIGHT,6'APERTURE, FRESNEL 28 120 RECESSED 5 ! I LENS, WHITE TRIM @ Iv-x I I I I GENERAL NOTES: 1. MOUNTING HEIGHT SHALL BE AS INDICATED ON LUMINAIRE SCHEUDLE U.O.N. ON SITE PLAN. 2 REFER TO DETAIL 8, THIS SHEET FOR POLE BASE DETAIL A LUMINAIRE SCHEDULE NONE RE: POLE DIM.'C' Sx3TIES ptr 466 DIM'E' GROUNDING LUG tCMV#ECT GROUNDS TO &MONGSAM POLE) , 1. ll~ I ANCHORSOLTS9Y POLE MFR CONNECTION TO LE TTERBFIE MELDED GROUND ROD III I i Hll I i II I-II I CONCRETE BASE DIM.'A' ROUND OR SQUARE TYPE I A a C { _ POLE HE)GHT pi 1w 1 74' Zo~ 01 TO IT P2 i'$ r 4'A' 19TOis P3 rd' "r B0 15TO2S P4 ZO r 5.4r 1ST02Y !P5 741` 74' TO 25TOW P6 74r r 5,.r 1 2STO40' ALL POLES ASSUMED DOUBLE FINTURE B POLE BASE DETAIL NTS RE: U n ELECTRICAL LEGEND & ABBREVIATIONS ONE-LINE DIAGRAM DEVICES ABBREVIATIONS FLOOR WALL a TRANSFORMER (t~KVA) JUNCTION BOX A AMPERES - AF AMPERE FRAME, AMPERE FUSE TRANSFORMER WITH GROUND O PULL BOX AFF ABOVE FIN ISHED FLOOR -I, " SECONDARY, KVA SIZE B SURFACE METAL RACEWAY AFG ABOVE FINISHED GRADE -L VOLTAGE RATIO AS NOTED. AIC AMPERES INTERRUPTING DUPLEX RECEPTACLE CAPACITY J_ POTENTIAL TRANSFORMER UON.C a CLOCK: GFI- AT AMPERE TRIP GROUND FAULT INTERRUPTING AW'G AMERICAN WIRE GAUGE w- CURRENT TRANSFORMER AC =ABOVE COUNTER C CONDUIT ' C CUIT CR A • DISCONNECT SWITCH QUADRAPLEX RECEPTACL CS S ROL CONTTROL ST STATTIO ION -QH FUSE DUPLEX RECEPTACLE, E EXISTING SPLIT WIRED EC EMPTY CONDUIT 40OA13p FUSED DISCONNECT SWITCH 341OLE, 400 SPECIA PURPOSE RECEPTACLE EM EMERGENCY 3SOAF AMPERE RATED SWITCHWT,150 AMPERE L , CONFIGURATIONNOTED EMT ELECTRIC METALLIC TUBING RATED FUSE EP EXPLOSION PROOF TELEPHONE OUTLET MTD iB-AFF, LION EPO EMERGENCY POWER OFF 400AGP DRAW OUT CIRCUIT BREAKER 400 AMPERE cJ COMMUNICATION OUTLET MTD 18'Aff, LION G GNO GROUND GROUND 3WAT FRAME, 350 AMPERE TRIP ~n TIME CLOCK GFI GROUND FAULT INTERRUPTER C'I PUSHBUTTON STATION HOA D HMN IOFFIAUTO AT1C ISOLATED GROUND 3dAOP CIRCUIT BREAKER,30 AMPERE, 3-POLE G PHOTOELECTRIC CELL IMO INTERMEDIATE METAL CONDUIT AUTOMATIC TRANSFER SWITCH j SINGLE POLE SWITCH, Iu KAIC SNORT CIRCUIT CURRENT K1.0-AMPERES NTERRUPTUIG r LION SUBSCRIPT CAPACITY I;1 METER INDICATES SWITCHING LEG KCMIL THOUSAND CIRCULAR $ M U RS y GROUND , TWOFOLE SWITCH MAX AXM M MAXIMUM THREE-WAY SWITCH MB MAGNETIC BALLAST MCS MA N fl CIRCUIT GENERATOR $ FOUR-WAY SWITCH MCM USSANDAND ULAR CiRCUPR THO ~ DIMMER SWITCH MILLIMETERS EQUIPMENT ENCLOSURE x MID MOUNTED ~a SWITCHED OCCUPANCY SENSOR MDC MAR DISTRIBUTION CENTER SERVICE WEATHERS LIGHTING CONTACTOR MR MLO MINIMUM MAIN LUGS ONLY SHORT CIRCUIT CURRENT C NATIONAL ELECTRIC CODE Ix AVAKABLE AT POINT INDICATED NEW DISTRIBUTION I RACEWAY NOT IN CONTRACT POWER OUAUTY METER NIGHT LIGHT Ci VOLTMETER D SWITCHGEAWSWRC4iB0AD ORMALLY CLOSED YOPEN C AMMETER ® DISTRIBUTION PANELBOARD T TO SCALE C, VOLTMETER SELECTOR SWITCH BRANCH CIRCUIT PANELBOARO ~ OWNER FURNISHED, CONTRACTOR INSTALLED CADS AMMETER SELECTOR SWITCH TRANSFORMER OWNER FURNISHED, OWNER COMMUNICATK WOATA INSTALLED >WS TRANSIENT VOLTAGE SURGE BACKBOARD PC PULLCHAR vc SUPRESSOR GROUND FAULT CIRCUIT TRidg~s ig~ttM INTERRUPTER CONDUIT CONCEALED IN ~ WALL OR CERAM MEAN SQUARE CIRCUIT SCHEDULE ANDS' T SNORT CIRCUIT CURRENT KEY - IN BURIED SC SOP T SPLIT CIRCUIT 4 J ST 4 Ids 'pa 3D O" F[ SD ' z 1 c t=I W Ath Aw ANT'" qY 3 N R W 32nd jAvo ly SIB 0 Q nia ~ -i_! ! l f W 29_th A1aa C VICINITY MAP NTS RE: CABLE TRAY - C - UNDERGROUND COMMUNICATION DUCTBMR - E - UNDERGROUND ELECTRICAL DUCTBANK --_..UPPER-CAW LETTER AOdACENT TO LUMINAIRE INDICATES LUWNNNRE TYPE. LOWER-CASE LETTER ADJACENT TO LUMMAIRE INDICATES SWITCHING LEG. ,D DOANLK#IT Gi WALLWASHER Ci ADJUSTABLE DOW&K3FR P-- WALL MOUNTED FIXTURE WALL MOUNTED FLUORESCENT 20 FLUORESCENT FIXTURE 0 210 FLUORESCENT FIXTURE 1.4 FLUORESCENT FIXTURE --u FLUORESCENT STRIP LIGHT. LENGTH AS SHOWN ON DRAWING WALL MOUNTED FLUORESCENT STRIP LIGHT SHAONG INDICATES UNSWITCHED NIGHT LIGHT ANWOR EMERGENCY CIRCUIT r-• POLE MOUNTED FIXTURE BOLLARD TYPE FIXTURE FLOOD LIGHT TVSS TRANSENRVOLTAGE SURGE 406 b1e piowswa d OftbovsK WELLS FARGO .ORPCR<TC PROPERTIES GROUP 1130 ONCOIN DENIER, COLDRAC9 9C2C' wcaaac x.aa.oa~ we.oep t ruw .cvtc m xccwrt.r a nan`coear>~ ax as ~xm, wwn aiwc~tti. co 'a LAPS, :`wiwr a+ nun ra an snxex ntir rua .w saE awm a nru M M~11T. w KPFE ~u+ ~K xao~ars A a WI O Q -U w ~ au ~ a ao 00 Cc py 3 b ELECTRICAL DIAGRAM RELAY. LETTER OR NUMBER IN THE U^ CIRCLE INDICATES THE RELAY DESIGNATtok -il- NORMALLY OPEN CONTACTS -0- NORMALLY CLOSED CONTACTS -o o- PUSH BUTTON OPEN PUSH BUTTON CLOSED TWO POSITION SWITCH p o THREE POSITION SWITCH SOD LIES INDICATE NEW OR i RELOCATED EQUIPMENT. RELOCATED EQIIPMENT MAY 04CLUDE 1w.. LIGHT LINES INDICATE EXIST04G EQUIPMENT TO REMAIN. DASHEDUGHT LINES INDICATE EOUPMENTTO BE DEMOLLSMEO OR REMOVED. CROW HATCHING THVIOUGH EXISTING EQUIPMENT INDICATES EQIPMENT TO BE DEMOLISHED OR REMOVED. EQUPMENT ENCLOSURE KEYED NOTE REFERENCE SCHEDULE EQIPMENT REFERENCE 1050.1728.02 Wheat Ridge #119 LEGEND, LUW.SCHEDU.E. POLE BASE DETAIL E000 6 N. M B r i G Q a c 0 v. o° V'. -A c h°V w 0 z x' ~z s° PANEL L3 (E) VOLTAGE: 2=120 PHASE. 3 WIRE t AIC 10000 BUSAAPMJTY. RSA TERMINATION: RSA WO ENCLOSURE: NEYA1 NEUTRAL IN% MOUNTING SURFACE - - GROUND: STD CKT DESCRIPTION ` LO AD G1((g1EM(EA ty(7BAEAPfA LOW OEBCRPTIp1 C(T NO VA TYPE P I A OPT OPT A P TYPE 1 VA ' Iq I SUBMwNE) 0 5 3 1 60 I 20 f S 0 WAL%IPWINDOW (q 7 7 I 0 S 1 I j p t R 0 REG LOBBY (E) 1 S I 0 ( S 1 I 1 1 20 1 L I 0 LOWYLTG(E) ( 6 7 NVAC (E) 0 Y 3 50 Al 1 S 0 WATER COOLER REC (E) 8 1 ! I I O N 1 f at 1 M! 0 EM Et 10 11 1 0 M I I 20 1 R 0 AECDEDICATED (E) 12 73 IIFAi TRACE IQ 0 t M 20 i t L ! B CANOPY LTG (Q 11 13 REG FRONTQ O R 1 20 20 7 L B CANOP(LTO{E) I 18 17 AEC(E) 0 R t A ( 20 I 1. 0 CANOPY LTG(E) IS 73 SUB PANEL L1 (E) 0 5 3 100 20 I j L 272 SIGN(E) B POLE LIGHT 20 21 1 o 5 I 1 I 21 1 L 0 SIGN (E) j 22 D 1 0 S 7 1 30 1 2 S 0 KOSKREI 14 25 LANE #3 (E) 0 S I ID I j i 3 B I 26 21 LANE M(E) 0 I S I I N 20 2 I B SPARE ! 28 1B LANE #5 (E) 0 ! S I m / I 0 CONTACTOR ` 30 = 31 LANEN~ 0 S t ( 20 20 2 i 0 SPARE 32 tANEn~ 0 S f 20 1 1 1 I 0 SPARE I 34 0 S 1 20 ! 2D 2 0 SPARE 36 E LANE 0(E) 0 S 3 21 1 1 0 BPARE 38 Ewan E) 0 / 20 I 20 2 S 0 ISLAND AIM (E) 40 I 4 OEIOIDALM IAMB IE) 0 S 1 20 1 1 1 0 r R LOAD SLAMIMARY CONNECTED CONNECTED D EMAND PER PHASE PER WAD TYPE I PER LOW Tiff KVA LOW TYPE KVA FACTOR KVA PKASEA 0.3 LIGHTING IQ 03 125 0.3 PHASE 8 0.0 RECEPTACLE (R) OA Im 0.0 PHASE C 0.0 REC('10011 VA)(A) 0.58 a0 TOTAL KVA 0.3 NVAC 14 0.0 1m 0A LARGEST MOTOR JM) 0.0 125 0.0 REMAIN MOTOR (M) 0.0 1 .00 0-0 KITCHEN LOADS (V4 0.0 1.00 0 SPECIFIC LOAD$IS) OA 1.00 0.0 NOIEflICIFNTX(N OA 0 4 0m 0.0 L TRMPauIERm . . im O0 TOTALANA)+ 0.3 0.3 ~70TALII(VN 0.0 ' TOTAL VA" INDICATES NEW LOAD ON EXISTING CIRCUIT BREAMER, CONNECT TO EXISTING CIRCUIT. LOAD SUMMARY: EXISTING PEAK DEMAND LOAD =14.2 KVA, X125%=17.7 KVA ADDITIONAL DEMAND LOAD = 2.0 KVA, TOTAL NEW DEMAND LOAD = 19.7 KVA, 54.7 A 751 U71LIT 20E S j1 PAEL L2 (E) VOLTAGE: 2MI20 PHASE: 7 WIRE: A AC', 10000 BUSAMPACTY'. 1oGA T FAMNATIO1 iWANLO ENCLOSURE'. N✓EMAI NEUTRAL 100% MOUNTING: SURFACE GROUND: STO CKT DESCRIPTION LOW CNTBPEANER CKT BREAKER ICWD ~DESCRPTION CKT NO _ VA { iTPE P i A OPT I OPT I A P I TYPE VA ~ ~ 1 COAPUTEASIE) j 1920 S 1 20 30 I I M 1 2M90 1SLOWER MOTOR IQ i 3 CANOPY LTG9 CONTACTOR 1362 ~ L I 12D 3 I M 2M0 'BLOYBtMOTOR(E) I S ' 6PDDE t 0 1 0 0 0 0) 0SPACE 6 T SPARE 0 0 0 0 0 e SPACE 6 9 I SPACE 0 0 0 0 0 j 0 SPACE 11 ( SPACE 0 0 0 r i 0 0 1 i 0 DACE R LOAD SUMMMARY CONNECTED CONNECTED DEMAND PERPNA9E PER LOAD TYPE 1 PERLOADTPE KVA LOADTYPE KVAI FACTOR KVA PHASEA 46 LKiRMGN 14 116 17 PHASE8 Al 1 RECEPTACLE (R) 0.0 1.00 0.0 PBBEL OA REC(>1I0WAI(Rj Om OM TOTAL KVA 90 J NVACBO BA 1.00 BA j LARGEST MOTOR (N) 2.9 25 16 REMAINMOTORRQ 29 X.00 29 ITCINENLOAD$IN 0.0 tm OA SPECIFIC LOADS IS) 12 Im 16 NONLONLgENrwaN) o.0 om 0.0 1 1RWi0flFEAm a0 1.00 0.0 TOTAL IKVA)' 9.1 10-1 - TOTAL 25 aTOTAL 'INDICATES NEW LOAD ON EXISTING SPARE CIRCUIT SREAKEFL A PANEL SCHEDULES NONE RE: B PARTIAL ONE-LINE DIAGRAM N.T.S. Rf. WELLS FARGO CORPORATE PROPERTIES GROUP 10C LINCOLN DE'ER• COIORAOC 81202 Awe TaM.aAn TrtWTPlaen, wVa~OaP .a,....aie~aa 'WONe ArtYeFe csasviw~ a aus r~n.~c o ncw°A0°rrcm~n ren ro~aaAn uo vnr be..nrow+ Taw aa~n. araws~o.. ~ auiouc. mneaun cano a ~wKO. x +,aV ~~ar ioa rK s`uai ~rKrn m i°i`e MRMat1 P 6 Cr.A.ea au ~cvK~n *~o +~rc iaM~ cwidw:s. A 4 ab 0 A ~o oa ~ ~ o a w O ~ti on 00a w 00 -w e a ~ fn PLO Pro;. p 1050.1728-02 nle. Wheat RN1ge 8119 PANEL SCHEDULE ONE-LINE DIAGRAM E001 5 GENERAL NOTES: t TRIM BUSHES AND TREES TO ELIMINATE ANY SHADOWING FROM SITE LUMINAIRES. 7 CI FAN Al I I I lMlNAIRFS WITWIN AN RAMI IC SHOWN. KEYED NOTES: PROVIDE PHOTOCELL CONTROLLER ON CANOPY ROOF, TORK MODEL 2101 FOR 120V AND TORK MODEL 2104 FOR 208V•211V OR EQUAL. Cg) PROVIDE MANUAL OVERRIDE SWITCH LABELED 'OUTDOOR LIGHT MANUAL OVERRIDE". LABEL SWITCH POSITIONS AS "ON" AND "AUTO". .~MA.p0.l~W. M "lgvi®. 4w9plm, ®{e. d i0wm w w4l CIRCUIT NEW LUMINAIRE TO EXISTING SIGN LIGHT CIRCUIT 1-3:20. CIRCUIT TRACE LIGHTING CIRCUIT TO DETERMINE IF 212 VA MAY BE ADDED TO EXISTING CIRCUIT. NOTIFY ENGINEER OF EXISTING LOAD ON CIRCUIT AND VERIFY CIRCUIT NUMBER. ROTATE OPTICS IN DIRECTION OF ARROW. M~+ i A a o A ~a ~a w 0 0 U ~ ~ ~a W N~ P-ij J: 1050.1129-02 Scds. riw Wheat Ridge #119 $"e.1 Title j; Sleet No of A SITE ELECTRICAL PLAN El 00 6 1116'=1' RE: Y C 0 4 m c n c u~ o; ~o z P Xj m2 + + + + ' + + + + + + ' 0.1 0.2 01 0.3 0.3 0.5 01 12 - , 1.7 33 4.7 3.7 T3 *1,.7. , 1.9 1.3 0.9 o. 3i 0.3 a2 X0.1 0.0 +0.0 + ' 0 2 43 04 +O S 0 6 '08 + + + + , . . 2.8- 41 6.3 8.1 5.9 3.7 2.9 TD X3 -0.9 -0 04 0,3 .2 0.0 0 0 . 01 +0.4 +0.7 +1.0 Ir11 ,113 2,0 +30 46 64 "7.1" CBS 8.1 +5.3 2.9. 2.0 +1.3 +0.8 0 2.1 5.~'1a +OA +0.0 +02 0.4 +0.8 1.4 , 21 24 3.1 +71 99 - 9.1 '7.3 '7.7 3.9 +29 '1.6 + ^la0 - .1_ + _l + -9.9 + B+ 28.3 3 . 13 +U 03 +0.4 +0.8 "1.6 ~`fi +a_4 +sZ A+9 6 +7 6 +5 1 +3 6 + + ' ` + + ' X + ' . . . . 2.1 r13 08 Ql 1.3 8.6 329 32.8 61 Q3 + + + f + ' + + + + + + + 0.3 0.5 1.0 t7 19 60 7.7 75 8.6 9.2 72 4.9 3.3 2.2 t.8 +0.8 + , +68 0.7 ~y 8.7 13.1 \ 3.8 05! 0.3 ' 0.6r +1.1 +1.8 + 2.9 4.4 +7.6 8.7 + +71 ' 7.5 +4.6 + 31 2.1 1.4 +1.1 +1.0 +1.1 +0.9 +0.7 +0.8 X1.7 +7.3 +8.7; +54 0.4 J10.7 ' +11 +,t.9 28 +3.5 +5.0 +7.7 +6.7 +4.3 +2.8 +2.0 +1.4 +0.9 +0.9 21 +4.4 +4.1 +27 +1.0 +1.3 +11.2 +30.7 + i 0.4( + + 0.8 .3 + 1.6 + 25 3.2 + 3.3 + 4.5 + 4.4 + 2T + 1.8 1.3 +0.9 0.6 + 0.7 7.3 23.1 30.1 13.6 .3 B +12 11.3 +28.5 ( + 26.4 0.4 +08 +11 1 +1.7 21 +2.3 +25 +2.6 +23 +1A +1.5 +0.9 +0.8 +0.8 +0.8 +6.8 +301 +581 9.4 +25 +0.8 +5.8 +7.5 +4 410.4 +16 11.0 +1.3 1.5 +1.6 18 -44- +2,0 9 + 4.6 1.2 12.2 r w 36 28 3 ~ ,9 ,3.4 35 6 +17 + 9 +0A ` 1'03 +OS +O.T +1.0 f 11 +73~ f +TO +9A '121 +20. 0 CH ti as py i9.5 + 9 &6 + 62 0 I I p +61 8~L 4.f 0.6 1 ~ 0.3 + 0.4 j 0.5 + 0.7 + 1.1 + 1.9 0.1 41 + 34.8 B 37-f M 2 7. 4317 4 2.9 7 6 5 6 .4 I 2.6 +3.3 1.4 + 1 1 01 +0.3 j0.4 +0.5 ;s 06 0.6 +0.9 1.1 + 1.1 124 + 8.4~ 't ; +1 .1 /1 y(~ C9 .3 + 1.0 0.8 : 11 I y 07 + Q7 ~ ~5 .8 + i of +0.7 0 2 + 0 1 . . A 41 +0.3 0.4 +0S + 0.7 0.8 +1.0 +1.4 +24" 2.8 +23 1.2 1.1 + 1.1 ~'1.2 +1.1 1+08 0.7 i13 +8.0 I .0 +9.4 1.4 X02 F ~ +01 +03 +0.S +0.7 0.9 +1.1 +i9.1 +1.6 19"~ - 1--9 +1.9 - '18 1.8 +1.8 ~ +1.8 +1.5 !+12 +12 ~3.9 +14.4 X B 43.3 +181 +4.3 +03' 0.3 1 '0.4 0.7 X 0.9 1.2 1.6 +2.1 +28 3.111, 33 +33 +3.4 3.2 3.2 31 +29 +21 18 3.8 +14.8 123.5 +15.9 +41 +0.3 + 03 + 9.5 0.9 12 ' 1.5 2.2 2.8 5.0 6.5 53 B.2 60 .0 5.9 + 6.3 5A +29 + 23 2.2 ' 2.9 24 1.1 0.3 + + 0.4 0.6 \ +1A +1.4 0 +2.1 +3.3 +5.9 +8.4 + 11 4 8.6 + 9.8 ? 8.9 +7.3 +8.2 +6.4 +3.6 +2.9 f 22 '1.7 + 1.4 0.9 +95 + 0.3 + + 1 + <0 1 0.4 0.7 1:V 1.5 21 ' +29 +3.6 +6.1 +9.1 +7.6 +9.6 v +17 4 i j 100 78 1 +8.9 67 +37 30 ! 2.2 /+1.7 1.2 +0.8 8-5 +03 0.3 +0.8 +0S 1.3 +1.8 +24 3;\ +52 '7.8 +6.3 +71 78 r73 63 '75 5,7 +3.4 +26 1.9 '1.4 I L0 - 0.6 +1.4 +01 + + + + + + + + + ' " 0.2 0.4 0.7 1.0 1.4 1.9 2.6 3.8 53 42 4.2 4AA 41 42 52 4.!_- r ; .7 +20 tA +t.f / 0.1 +Ob '$.3 +01 + 01 + 03 +0.4 016 + 0.9 +1.2 1.8 +2.1 +3.4 +23 23 23 1 23 23 +3.3 +29 +19 +1.3 ~ 0.9 I +0.1 ~.5 03 82 +0.1 i 0.1 +0.1 +02 +0.4 +0.5 +0l 1.1 +1.8 1.8 +1.3 +12 +1.2 I +1.2 13 ' +11 79 ~.73'J +0.8 ' 0.6 64 1 0.3 01 + Q.1 +0.1 0.0 +0.1 +0.2 +01 +0.3 +0.4 X 0.7 +1.1 +1.0 +0.8 +0.6 - ~fl6 0.6 +0.7 x'70 '1.1 07 +05 04 +0.3 101 +0.1 0.1 +aa 1 j PANEL 3 tE J i C y 0.4 0.65 3 (P 60 1 PHOTOMETRIC SUMMARY: CALCULATION POINTS T-O" ABOVE GRADE. REFER TO LUMINAIRE SCHEDULE FOR LUMINAIRE DESCRIPTIONS. ALL LUMINAIRES ARE FULL CUTOFF. MAXIMUM ILLUMINANCE = 51.1 FC. AVERAGE ILLUMINANCE = 3.1 FC. CALCULATIONS COMPLETED USING LIGHT LOSS FACTOR OF 1.0. NOTES: PUBLIC ALLEYS AND STREETS NOT INCLUDED IN SCOPE OF WORK. A ! SITE PHOTOMETRIC PLAN 1116"= I' RE: WELLS FARGO CORPO 7E PeOPEA➢Es :AOUf )?00 ONCOIN DENVER, CLOR400 80202 F-. ftlY ND is <ttm~o-:~m" ~a 6Uet cm- M 5~'✓<[ &p M IX6~itu6 A. +CC<MnG 6 QV.WC Yl ~ c0:i5fiV[p K u KME:R"~ vM cp(M tC M IVM4WL c0b~9M A O ~ b4 0 0 O ^i O b h~ o 0 ol ~ 31 v.c; # 1056-1728-02 a wheat Ridge x119 SITE PHOTOMETRIC PLAN AT 3'-0" ABOVE GRADE E200 6 v c `o u r m c a c m0 e u3 s_ wv `z P .7 1 r 0.2 0.2 0.3 0.3 0.5 06 '09 1,3 1.7 6 4'0 '41 --%3, '2.0 'ts '1.0 'Ofi '0 n P4NEL3(E) A 02 0.0 'o.D '0.3 '0.4 '0.5 0.6 0.7 1.0 1,4 19 2.8." ' 36 ' 4.3 '5,6 6.0 '4.1 2.7 ~2.D-i.3 Ti- 'f~l '1,h 0,5 0,4 0.0 0.0 1 0.4 0.6 '0.9 '1.0 11 i4 ,'20 29 4.0 50 5.4- S.5 6.0 'S6'-• 38 '2.1 1.5 '12 2 .,4.0 '4\ 1.7 j~00 'D0 ♦ i 0.4 '0.7 1.2 1.7 L3' . 21 2.9 '4~ 5.6 69 6.8 5.4 4.8 4.8 3.5 20 72 20.18 1. 2.1 00 ♦ ; w ' 0.4 0.7 13 j2.1 A7.0 '5.5 '4.5 i3,1 23 6 i12 ♦1.B i5.4 13.1 19.3 23.3 81 1.0~+ OS 0.8 '1.3 '2.0 32 4.9 5.1 '5.3 6.4 6.7 5.6 '4.1 3.1 '2.2 1.7 13, 1.4 1.S '2.9 ♦19 '15.9 '12.1i'11 2.A ~{r '0.6 '0.9~ '1A '2.0 i'3.0 '5.0 '63 '5.5 '52 '5.3 '4.0 '2.9 '2.1 ♦1-6 '1.7 '23 '3.0 '2.9 '3.1 '3.7 X8.5 '14.5 '9.2, 5.4 ' ' 0.6 j 1.0 1.4 2.0 2,6 3.8 5.4 '5.8 '4.6 '4.1 '2.1 '2.0 '1.5 '1.2 '2.7 '7.1 '11.4 '12.0 '8.8 5.1 62 '16.9 '22.5 B i i W '07~ 1.0 1.4 1.9 2.4 '2.8 4.0 '5.0 4.1 '2.1 '2.0 '1.4 1.1 't.0 2.5 '6.2 '16.0 a18.9 '9.6 '4.3 '5.1 .6 '21.9 '15.0 rr f i ♦ ' ' ♦ V J, 0.7 1.0 i 1.8 2.2 2.3 2.8 '4.1 '4.4 ♦3.8 ♦2.4 '1.4 1.4 '1.6 '3.5 a5.7 ♦991 ♦ ~0 ♦ 10 ♦ - 4.7 ♦5.1 +9. ' ♦ 7.3 4.7 0.1 1.0 11.3 1.5 1.7 2.0 2.4 4.4 4'~ 3.0 4.0 ;4.0 5.6 ~ ) '11.,6 r_~60 6,4 ~B 8A (4,7 20 p i Q ~1♦ii 0.1 '0.9 '1.1 '12 t0' 19 j 16 23'5.5 '14.2 '19.3 '14.~ T" 46~~51 6.4 1b.5 , ' 7 X48 134 6,~i d9 3.9 '0.9 ` 0.6 '0.8 1'0.9 1.0 r t3 B 2.0 5.3 17.1 22.8 18f 2. 3.2 41 01.8 '45 19 '4.5 ' j 44 1 3.G 3.8 12.2 0.7 { j i ~ I t 4 ♦ ♦ ♦ ♦ ♦ a ♦ 1' 0.5 0.6 10.8 0.9 10 I2 1.8 4.8 11.1 114 8.6~ 1 1.5 17 A1.8 1.1 718 1' B 1.5 2 1.4 0.9 0.4 ~-5 0.6 0.7 0.9 1.0 12 '1.6 '3.3 -5.4 15 j 1.3 1.3 .'1.3 -12 i'11 '1.1 8 7.0 3 7.6 2.8 ♦06 ♦ ♦ B I I 0.§ 0.6 04, 1.0 12 1.4 '1.7 '2.3 '2.4-'23 2-'21 1.9 '1.8 }'1.8 '17 1.6 '2.5 5.1 '14.8 28.4 17.3 '4.7 ♦1.9 h i { I ♦ ) ♦ % f 0.6 t'0.8 '09 i 12 1s '1.9 26 33 '3;1 32 3.1 31 3.0 31 i'2.9 33 2.1 '2.7 6.1 12.0 18.9 12.7 7 k5 J ♦ ♦ } I 0.6 '9.8 '1-1 'i.d 19 2.1 '3.5 '5.1 4.6 9.9 '4.8 49 4.8 'S.1 f '45 'S.1 a'3.8 3.0 fi5,5 8.1 9.~~ 8.0 '{.8 7 1.5 r I ! { a 0.7 0.912 'IB i '2A '3.8 '5.8 '5.5 '54 65 '7.1 66 53 I'S.2 5.9 1'4,1 2.8 `2.9 3.0 27 23 i!5 0.8 ♦0.7 ♦1.0 1.6 2,1 '2.5 '18 6.1 5.7 ♦5.6 7.0 8.0 ~~72 'S8 'S.5 '6.4 {♦41 2.7 2A '20 1.6 +1.3 +P-9 0.6 06 '0.9 1.1 1.4 1.9 '2.3 '5.5 '5.1 '4.8 5,5 n 5.5 4.9 5.0 56 3.8 2.5 32.0 '1.6 11.2 / 1.0 '6.1 ♦0.5 0.5 '0.1 '0.9 '1.2 '1.5 '2.0 '2-7 '4.1 '4.0 '3.5 3.7 39A:, 3.7 36 3.8 4.2 2.9 2.1 11.6 1.3 i ~1.0 0.8 0.6 0.4 + . r♦ a ; ♦ ' ' 0.5 0.7 0.9 12 'i.~ ~2.1 '3.0 ' 0A 2,8 2.2 2.2 23 22 22 2.7 30 122 1.6 1.2 0.9 0.1 ♦0.6 '04 ♦0.3 { I ♦ 02 '0.3 0.4 0.6 0.8 1.1 ~1.6 2.1 1.6 1.3 '1.3 14 1.3 '13 1.5 2.1 iATJ ♦iA 70.8 0.6 10.5 '0A 0.3 '02 ♦ ♦ _i ' 0.1 0.2 0.3 0.4 0.5 0.7 1.1 1.3 '1.0 0.8 0.8 0.8 " 0.8 08 1.2 12 0.8 !0.6 0.4 10.3 0.2 0.2 0.1 i PHOTOMETRIC SUMMARY: WELLS CALCULATION POINTS 0'-0" ABOVE GRADE. FARGO REFER TO LUMINAIRE SCHEDULE FOR LUMINAIR d F~h<P.OPEA i.$ CFD'JF DENVEF, _ 9RADC"5020' E DESCRIPTIONS. ALL LUMINAIRES ARE FULL CUTOFF. MAXIMUM ILLUMINANCE = 28.4 FC. AVERAGE ILLUMINANCE = 3.6 FC. CALCULATIONS COMPLETED USING LIGHT LOSS FACTOR OF 1.0. e"ew4~ NOTES: PUBLIC ALLEYS AND STREETS NOT INCLUDED IN SCOPE OF WORK. a a«~uc oo" M W- PMP ~Rx Hbi65gx ~ W~t4 M~^At ~tE. axCt owfL. t[ Q3n r XC M , hMPoS[ 0. %M 56.E B[xRn Q "LtU ~0ive?xuco +s ~ +iac.i wax rnM io ix rd¢scwc ca"anar.. A SITE PHOTOMETRIC PLAN 1116'=1' RE: A O ~ "d O O w ~ o G9 y .'C7 a O N ~ .C M A P-- , 1050.1728-02 Wheel Ridge 11119. SITE PHOTOMETRIC PLAN AT GRADE E201 6 WELLS FARGO unF(LC+r -R0?ER:,rc C.kp.Jf v~ t,NC~ur i E r a CL c c c c ~e aI. as `e u_ z - 5 ~z ELECTRICAL SPErICICAT10NS I . WORK COVERED BY THESE DRAWINGS SHALL INCLUDE LABOR, MATERIALS, TRANSPORTATION, TOOLS, AND APPLIANCES REQUIRED FOR THE INSTALLATION OF A COMPLETE AND OPERATIONAL SYSTEM AS DESCRIBED AND REQUIRED BY THE CONTRACT. 2. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO CONVEY EXACT LOCATIONS OR SIZES OF EQUIPMENT. EXACT LOCATIONS ARE TO BE DETERMINED BY ACTUAL MEASUREMENTS AT THE BUILDING. 3 ANY CIRCUIT ROUTING SHOWN ON DRAWINGS IS DIAGRAMMATICAL. AND INTENDED TO INDICATE APPROXIMATE ROUTING. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL ROUTING OF ALL CIRCUITS REQUIRED, UNLESS OTHERWISE SHOWN. 4. ALL WORK AND MATERIALS SHALL CONFORM TO, AND BE IN STRICT ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL AND LOCAL ELECTRICAL CODES, OSHA, AND THE LIFE SAFETY CODES. CONTRACTOR SHALL VERIFY LOCAL CODE REQUIREMENTS AND SHALL INCLUDE ALL COSTS FOR COMPLETE COMPLIANCE WITH THE SAME. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SLEEVES AND OPENINGS REQUIRED FOR THE PASSAGE OF ELECTRICAL RACEWAYS. ALI. OPENINGS CUT THROUGH WALLS FOR CONDUIT ARE TO BE SEALED AFTER COMPLETION OF WORK AND SHALL BE FIREPROOFED WHERE REQUIRED BY CODE. 6. EQUIPMENT INDICATED TO BE REMOVED OR RELOCATED INCLUDES LIGHT FIXTURES, CONDUIT, CONDUCTORS, BOXES AND MOUNTING HARDWARE AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO COMPLETE DEMOLITION. NO SALVAGED MATERIALS OR EQUIPMENT SHALL BE USED IN NEW CONSTRUCTION UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. ELECTRICAL MATERIALS AND EQUIPMENT ABANDONED OR REQUIRED TO BE REMOVED FOR NEW CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: A. DISCONNECT ASSOCIATED CIRCUITS. REMOVE ABANDONED CIRCUITS TO SOURCE INCLUDING WIRE, CONDUIT, AND SUPPORTS. B. ANY DAMAGED AREAS SHALL BE REPAIRED TO MATCH THE SURROUNDING SURFACES. C. PARTIALLY CONCEALED CONDUIT SHALL BE REMOVED WHERE EXPOSED AND THE CONDUIT SHALL BE PLUGGED. D. ELECTRICAL EQUIPMENT SHALL BE CAREFULLY REMOVED TO AVOID DAMAGE TO THE EQUIPMENT, AND ALL SUPPORTING OR SECURING HARDWARE SHALL BE REMOVED OR CUT OFF FLUSH WITH THE FLOOR OR WALL. DAMAGED AREAS SHALL BE REPAIRED TO MATCH THE SURROUNDING SURFACES. E. ABANDONED SURFACE-MOUNTED JUNCTION, PULL, AND DEVICE BOXES SHALL BE REMOVED. THE CONTENTS OF FLUSH-MOUNTED BOXES SHALL BE REMOVED AND THE BOXES SHALL BE COVERED WITH STAINLESS STEEL BLANK PLATES (FOR BOXES LARGER THAN 4 INCHES SQUARE, PROVIDE GALVANIZED COVER PLATES). 7. FOR LIGHTING SYSTEMS, ONLY CIRCUIT NUMBERS MAY BE SHOWN. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITS, FITTINGS, JUNCTION BOXES AND OTHER NECESSARY COMPONENTS, REQUIRED TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIONAL. 8. BRANCH CIRCUITS SHALL BE TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY WHERE EXPOSED, OR UNDERGROUND, METAL-CLAD CABLE WHERE CONCEALED ABOVEGROUND. 9. CONDUCTORS NO. 10 AWG AND SMALLER SHALL BE SOLID COPPER, LARGER THAN NO. 10 AWG SHALL BE STRANDED COPPER. INSULATION SHALL BE THERMOPLASTIC RATED 75 DEG C MINIMUM. WIRE CONNECTORS AND SPLICES SHALL BE UNITS OF SIZE, AMPACITY RATING, MATERIAL, TYPE, AND CLASS SUITABLE FOR SERVICE INDICATED. 10. EQUIPMENT GROUNDING CONDUCTORS SHALL BE COPPER CONDUCTORS INSULATED WITH GREEN-COLORED INSULATION. UNDERGROUND GROUNDING CONDUCTORS SHALL BE BARE COPPER. INSTALL EQUIPMENT GROUNDING CONDUCTORS WITH ALL CIRCUITS. IN RACEWAYS, USE INSULATED EQUIPMENT GROUNDING CONDUCTORS. USE BOLTED PRESSURE CLAMPS FOR EQUIPMENT GROUNDING TERMINATIONS. MAKE CONNECTIONS SO GALVANIC ACTION OR ELECTROLYSIS POSSIBILITY IS MINIMIZED. SELECT CONNECTORS, SO METALS IN DIRECT CONTACT WILL BE GALVANICALLY COMPATIBLE. 11. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. PROVIDE EMT RACEWAYS INDOORS, HMC EXPOSED OUTDOORS, AND PVC SCHEDULE 40 CONDUIT UNDERGROUND. 12. ELECTRICAL SUPPORTING DEVICES OUTDOORS SHALL BE HOT-DIP GALVANIZED MATERIALS OR NONMETALLIC, U-CHANNEL. DRY LOCATIONS SHALL BE STEEL MATERIALS. INSTALL SUPPORT DEVICES TO SECURELY AND PERMANENTLY FASTEN AND SUPPORT ELECTRICAL COMPONENTS. 13. REFINISH AND TOUCH UP PAINT. CLEAN DAMAGED AND DISTURBED AREAS AND APPLY PRIMER, INTERMEDIATE, AND FINISH COATS TO SUIT THE DEGREE OF DAMAGE AT EACH LOCATION. FOLLOW PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION AND FOR TIMING AND APPLICATION OF SUCCESSIVE COATS. REPAIR DAMAGE TO GALVANIZED FINISHES WITH ZINC-RICH PAINT RECOMMENDED BY MANUFACTURER. REPAIR DAMAGE TO PVC OR PAINT FINISHES WITH MATCHING TOUCHUP COATING RECOMMENDED BY MANUFACTURER. 14. ON COMPLETION OF INSTALLATION, INSPECT EXPOSED FINISH, REMOVE BURRS, DIRT, PAINT SPOTS, AND CONSTRUCTION DEBRIS. PROTECT EQUIPMENT AND INSTALLATIONS AND MAINTAIN CONDITIONS TO ENSURE THAT COATINGS, FINISHES, AND CABINETS ARE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. 15, UPON COMPLETION OF UNDERGROUND CONDUIT INSTALLATION, RESTORE ALL DISTURBED SURFACES TO CONDITION PRIOR TO CONSTRUCTION. 16. REFER TO LUMINAIRE SCHEDULE FOR AVAILABLE PRODUCTS AND MANUFACTURERS. PRODUCTS ARE SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE PRODUCTS SPECIFIED. 17. PROVIDE SUBMITTAL FOR EACH LUMINAIRE, ARRANGED IN THE ORDER OF LIGHTING UNIT DESIGNATION. INCLUDE DATA ON FEATURES, ACCESSORIES, FINISHES, AND THE FOLLOWING: A. PHYSICAL DESCRIPTION OF FIXTURE, INCLUDING DIMENSIONS AND , VERIFICATION OF INDICATED PARAMETERS. B. LUMINAIRE DIMENSIONS, EFFECTIVE PROJECTED AREA, DETAILS OF ATTACHING LUMINAIRES, ACCESSORIES, AND INSTALLATION AND CONSTRUCTION DETAILS. C. LUMINAIRE MATERIALS. D. FLUORESCENT AND HIGH-INTENSITY-DISCHARGE BALLASTS. E. FLUORESCENT AND HIGH-INTENSITY-DISCHARGE LAMPS. 18. LUMINAIRES MUST COMPLY WITH UL 1598 AND LISTED FOR INSTALLATION IN WET LOCATIONS. 19. FLUORESEENE LAMP BALLASTS SHALL BE SUITABLE FOR LOW-TEMPERATURE ENVIRONMENTS. TEMPERATURES 0 DEG F AND HIGHER SHALL HAVE ELECTRONIC OR ELECTROMAGNETIC TYPE RATED FOR 0 DEG F STARTING TEMPERATURE. TRANSIENT PROTECTION SHALL COMPLY WITH IEEE C62.41 FOR CATEGORY AI LOCATIONS. BALLASTS SHALL HAVE 90 PERCENT MINIMUM POWER FACTOR. BALLAST-COIL TEMPERATURE SHALL BE A MAXIMUM OF 65 DEGREES C. 20. HIGH-INTENSITY-DISCHARGE LAMP BALLASTS SHALL COMPLY WITH NEMA C82.4 AND UL 1029. SHALL INCLUDE THE FOLLOWING FEATURES, UNLESS OTHERWISE INDICATED: A. TYPE: CONSTANT-WATTAGE AUTOTRANSFORMER OR REGULATING HIGH- POWER-FACTOR TYPE. B MINIMUM STARTING TEMPERATURE: MINUS 22 DEG F FOR SINGLE-LAMP BALLASTS. C. NORMAL AMBIENT OPERATING TEMPERATURE: 104 DEG F. D. OPEN-CIRCUIT OPERATION WILL NOT REDUCE AVERAGE LIFE. E. BALLAST FUSES: ONE IN EACH UNGROUNDED POWER SUPPLY CONDUCTOR. VOLTAGE AND CURRENT RATINGS AS RECOMMENDED BY BALLAST MANUFACTURER. 21. COMPACT FLUORESCENT LAMPS SHALL HAVE CRI 80 (MINIMUM), COLOR TEMPERATURE 3SOOK, AVERAGED RATED LIFE OF 10,000 HOURS AT 3 HOURS OPERATION PER START, UNLESS OTHERWISE INDICATED. 22. METAL-HALIDE LAMPS SHALL BE ANSI C78.1372, WATTAGE AND BURNING POSITION AS SCHEDULED, CR165 (MINIMUM), AND COLOR TEMPERATURE 4000. 23. INSTALL LAMPS IN EACH FIXTURE. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN Ul. 486A AND UL 486B. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. 24. POLES SHALL COMPLY WITH AASHTO LTS-3 IN STRUCTURAL DESIGN OF POLES. WIND-LOAD STRENGTH OF POLES SHALL BE ADEQUATE AT INDICATED HEIGHTS ABOVE GRADE WITHOUT FAILURE, PERMANENT DEFLECTION, OR WHIPPING IN STEADY WINDS OF SPEED INDICATED IN "PERFORMANCE REQUIREMENTS" ARTICLE, WITH A GUST FACTOR OF 1.3. STEEL POLES SHALL COMPLY WITH ASTM A 500, GRADE B, CARBON STEEL WITH A MINIMUM YIELD OF 46,000 PSIG; I-PIECE CONSTRUCTION UP TO 40 FEET IN LENGTH WITH ACCESS HANDHOLE IN POLE WALL. 25. UNLESS OTHERWISE INDICATED, CIRCUITS TO SITE POLE LIGHTS SHALL BE MINIMUM #10 AWG WIRES,3/4" MINIMUM CONDUITS. CIRCUITS TO ALL OTHER SHALL BE MINIMUM N12 AWG WIRES, H" MINIMUM CONDUITS. ramr~s waay~ ,c xn "s cr...c «u cuca,c :a,o-~un A O T3 O A ~Q ~ O wU rr M~1 O ~ 61 ,.r .S7 O N ~ Mx R•o; % 1050.1728112 rse: Wheat RWge 4119 SPECIFICATIONS E300 6 REPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11753 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 2/5/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 3298 Youngfield Street Phone : 72002716718 Contractor License No. : 20926 Company : TIMBERLINE SIGN CO. INC. Phone : 7202716718 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity 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 wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work un er this permit. (OWNER)(CONTRACTOR) SIGNEDf4V" . E / Construction Value : $8,000.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $120.00 Total : $135.00 Use : Description : Remove exsisting sign and install a new double face sign at 50" Electrical License No : Company : Piumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approvai : (1) This permit was issuetl in accordance wiM the provisions set forth in yopur application and is sub~ecl to ihe laws of the State ot Colorado and to the Zoning Regulatlons antl Builtl1n9 Code of Wheat Ritlge, Colo2do or any other applicable ordinances ott~e Ctty. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixry (60) days from issue tlale or (B) the building authorized is suspendetl or aDantloned For a period of 120 tlays. (3) If this permit expires, a new permit may be acquired /or a fee of one-half the amount normalry required, provided no changes have been or will be made in ihe origlnal plans antl specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change Me naNral flow of waler causing a draina9e problem. (5) Contrector shall notify lhe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive hases of the'ab. (6) 7he issuan permit or t approval o~drawings antl specifcations shall not be construe0 to Ee a pertnit for, nor an approval of, any violation of ihe provisions of Ue eSyDp er ortlinance, law, Nle or regulation. Chief Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buiiding Permit Number : Date : APPLICATION FORM Property Owner : Property Address : ; 6,.4 N,;,,, {;,e ld S ~ Contractor License No. Company : j ~ LQC' („ki OWNER/CONTRACTOR SIGNATURE OF oO,\9. VRSt: Phone: isommoil 7~_;I71 ~7~8"cull Phone : 303-387-557 3 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, easemeots 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for ork under this permit. (OWNER)(CONTRACTOR) SIGNED , ~ DATE I' "VO Description : _il~w,.cv-k eX~S}-~ S•r,N. S~' ~ AA-' U ~~mtc lti f" '-7 th Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Use: t7oJbl,eFice st,5c. -5 o' ov"ol/ Q - • / ,vrcL:tJi BUILDING DEPARTMENT USE ONLY mllozmgmmuu SIC Ft : APProval : . ~ ~ Zoning :C• M Approval : .2 /zi° jr !xu s1 A, (f. ~ ~ S7'~1, ✓AAi T~ ~ F Approval : Occupancy : Walls : Roof : Stories ential Un' 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 accortlance with the provisions set forth in yo/ur application antl is subject to the laws of the State of Coloratlo and ro the Zoning Regulations and Building Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authonzed is suspended or abandoned !or a penod of 120 tlays. (3) If this permit expires, a new permit may be acquired Por a fee of one-half the amount normalry requireQ provitletl no changes have been or will be made in the original plans antl specifications ana any suspension or abandonment has not exceeded one (i) 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 thatwill change the naNral9ow of waler causing a dreinage problem. (5) Contractor shall notify the Buildin9 InSpeQOr hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drawings antl specifications shall not be construetl to be a permit tor, nor an approval of, any violation of the Orovisions of the buildin wtles Or any other ortlinance, law, rule or regulation. / o?v°✓yr Chief Bwlding I pector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 7an-16-01 02:15P DEVREVFAX City of Wheat Ridge Planning and Development Department 303 235 2857 P.01 Fax Transmittal ~ORNDO TO: Gary FROM: Travis Crane, Planner SUBJECT: 3298 Youngfield St. sign permit DATE: 16 January 2001 Here is a copy of the building permit for the free standii g sign for the Wells Fazgo building located at 3298 Youngfield St. If you need any additional informa ion, feel free to give me a call. Thank You, Travis R. Crane,Planner City of Wheat Ridge 303-235-2849 (voice) 303-235-2857 (fax) travisc@ci.wheatridge.co.us '1'7 V' !9D"°kH I•~ j ~ l0. ,dw.Iti4'`i~ni ~ F WY to ~ 0 Site Name: NCO1003 Address: Applewood Drive Up 3298 Youngfield Street Facilities Survey Program Wheat Ridge, CO Shopping Center Brueggers Bagels Measurement Traffic Flow 0 Existing Signage I Photo views ;r 1 1s 25 C------ - a 21 r--------- 15 20 27 i 1d --~44-1 . 12 19 14-r .-1 rZ.1 24 Young Field Street 3m ~a 4 5 z 9 J«~ f,e: N&O S!3" IR" '+n S«~•~ ""~'~0 Aot&-Aft ft, Photo of Wells Fargo sign ~(f bhp, Gi F - r } ( ~y~ r r 4 1 ~02 -p + ~ 7.1, Fri N IG n N V 8D y _1 W N N N N C -TT~F E5,0 m 4 K -i 0 n I ,g;7 r- ON Y F l f ;K c c C7 + w ® k r t E~ ern~,, OO n m C7~f=Cl°D3? x C > CD -0 -0 _ w m °cp ~m-1 c i a C) CD c r' c~ c7 e d r CD m cz1 om 11 oocD..: Eur4p z rnp={ rnmr~N77 z rsf O r- M m w~c m C~ ° s m' ~a°~ N 0 O Ga j 77 co o rD F= m ~m a S CO) D CD Si a STRUCTURAL CONSULTAPITS INCORPORATED 3400 E. Bayaud Avo, #300, Denver. CO 80208 303-39Y-5154 E-mail: xl-demer0wotltknotatk.net Fax: 303-333A501 E Transmittal Z Fax ❑ Memo TO: P.E.C.T. Metals, Inc. Date: 03127101 8380 Colorado Blvd. Job No: 01-088 Commeree City, CO 80022 Joq Titie: Wells Fargo Sign Faz (303) 287-7426 Attention: Rich No. of fax pages Inelu~+~+g cover: ►~N r~l~, e Y~ o No We aro sending you via D MaU 0 Courler ❑ Pidc Up ❑ Altached p Originals ❑ Spacs O Shop Drew[nya ❑ Prinb ❑ Dislc O Copy of Letler 9 Calculations Thess are traoamittel: ❑ for approval ❑ for your use O see berow Remarks: 0 as requasted p for revlaw aml comment ❑ plaax cell aftv review ❑ revfewad p tor your informadon ❑ O after losn to us Emie Sorry about time. Dem alligator is getting' close. Heath p on loan to you RECEIVEp MAR 21 2001 PECT METf4LS Copy to: Slgned: I-Z14-w Heath C. ein, P.E. 8i1'd 9E2.'ON JNI S1Ntll'RISNOJ -tiNf11Jf1J15 WdES:£ t002122'NCW STRUCTURAL CALCULATIONS FOR: WELLS FARGO SIGN SUPPORT Wheatridge, Colorado SCI# 01-088 STRUCTURAL CONSULTANTS INCORPORA7ED 3400 E. Bayaud Ave., #300 Denver, Colorado 80209 March 23, 2001 Prepared For: P.E.C.T. 8i2'd 9EL.'ON DYJI S1NtillllSNOJ -iFi21f11DI1N15 WdGS:£ i002'22'2iGW STRUCTURAL CONSULTANTS INCORPORATEb , ,J , . m ~=F ~ ,_1 . e~ CCa 1, . i!wz' ' ~ 1 I I" I I i ~ ' ' ! '-I I i ! I I of F!U( 303/333AS07 i002'L2'2bW STRUCTURAL JotrTkk WeNsFarga-POle3lgn JobNo. 01A88 CON9ULTANTS INCORPORATEO CIiaM F.E.C.T. gy JJD pate 3Yn01 8heet]& o{ _ STRUCTURA L DE SIGN CRITERlA 1. REFERENCES A. UNIFORM BUIIDING CODE EDITION : 1997 III. WIND LOADS (PER 5997 UBC) Baslc wind speed : 90 mph Exposure : B Main BuUding Syatem : P= Ce Cq qs Iw Cq = 1.40 ProJacted erea Table 16-H Cs = 0.82 0-1 5 feet Table 16G 0.67 15 - 2tl feet 0.72 20-15 feet 076 25 • 30 feet 0.84 30 - 40 feet 0.95 40 - 60 teet qs= 20.8 psf Table16F Iw= 1.00 Table16K P= Ce CQ qs Iw = 10A psf 0.16 feet 78.6 psf 15.20 feet 21.0 psf 20-25 feet 2201 psf 25 - 30 feet 21.6 psf 30 - 40 feet 27.7 psf 40-60 teet c9 ' 0.93 P= Ce C9 Qs Iw = 14.0 psf 0.16 tael Redueed value tor Cq due 13.0 pef 16 - 20 feet to cylihdHCal poie =(213) z(1.40) 14.0 psf 20 - 25 feet 114.0 psr zs - ao rec 1609 psf 30-40 feet 16A psf 40 - 60 feet 8iG'd 9EL'ON JNI S1Ntirf15N0D -ti~kllJfk115 WdSS:E T002'2-2'2kiW STRUCTtJRAL Job Tltle ~c,11 S~-14~:,/~ Job no.dl'D~B CONSULTANTS 1~ ~I INCORPORATED _ _ _ l _ I _ - - - - - ~ - - - - - - - ; - r ~ r - - _ - - - - - - - - - - - - - - - - - - - - - - i - . - - - ~ ,T ~ ~ ~ ~ ' - - - ~ ~ - - , - - - - - - - M k v a - g - j r - - ~ . ~ I I ~ ~ ~ 1 I ~ " ~ f f Li l _ I K f I_I 1 _I L - I - I _ ~ l ~ S I I I r'I ~ IF Tr - - i ~ f~ n I x L I ~S ~ I _ f I T I I _ -1 Y . - j I L 1 I 1 , I T I R ' C _~I _ ~ ~ .!3 3'~.! ~ E L - 14 ( - . l - 7_ I _I f I 1 - - ~ T ~ ~I _I 3 ~1 I_( I T T k_ L ~ ~ I - 1111111 - - ~ ~ ~ ~ ~ ` i- ~~-i-- - - ) ~ J ~J _1 _ o I ~ 1 I I I_ L_~( U I f ~ f I ~ I Li r I~ I I,- tJ E f I ~J I _ I i I _ - - ! Ii I C ~ I I L I f. l l • I . ~ ri_ _ , ~ , I~ ~ ( ~ j-- - ~ L f _ . , _ _ - ~ - - - I L 3400 E, Bayaud, Y300, Denvcr, GO 80209 303(3715154 8i5'd 9EL'ON JNI S1Nt1rif15N0J -ti2N"11JfRilS 'FAX 3D3(333•9501 WdSS:E i00z'LZ"21114 To epeelfy your tltle blxk on 71t1e: Dsg^r. Job It Date: 5,22PM, 26 MAR 01 theae flvs Ilhei, LLM th6 SETTINGS pescriytton ; maio menu selecUon, eh~se the Printlng & Title Blcek tab, and ent Scope : your tiUe bloek informatlon. v: 5,ow3 WI 32 Built-Up Section Properties Pa9~ n 5.1.9, 32Jum1999. 0, L w~11 B ~ ` fa)19 9 ese iam ipe Generel InformaNon Type... x cg Y a9 St Circutar Rerclius 8.500 in Thick 0.500 in 0.000 in 0.000 ln ummary ~ ~Z'~ i~ r ~ 5.836 in Totel Aree 25.818 in2 lyy 882.84 ln4 ryy 5.8361n X W Dist. 0.00 in Edqe Distancea hom CG... Y cg Disl 0.00 in T +X 8.500 in S leR 103.863 In3 -X -8.500 in S rigM 103.863 in3 +V 8.5001n S top 103.863 in3 .y -8.500 in S boHom 403.883 1n3 8i9'd 9EL'014 JNI S1NtJlY15N07 lCafilofk115 WdLS:£ T002'G2'6JCW STRUCTURAL CONSULTANTS INCORPORATED 3400 E. Bayaud, M900, Dmver, CO 80209 303/399-5154 FA7c 303/313A501 8iG'd 9E2.'014 DIJI S1Ntlri(15NOJ '1tl21f11Jfl?J15 WdGS:E I002'L2'2itlW . . . . - ° . ..._:,.._~`--__,._.u_i JobTitle \05Ll~6 I--IFHZ("4b JoOno. ✓L-Ueo ai.nt ev1-kS ueee 3•27 01 sn..t'J50f ~ - ~ - { ~ ~ - - C Z ~ - ~ I ~ - , 7-; ' , _ , T - c F , P + - - - - ; - ri~ ; _ J ~ ~ - - - ~ ~ 4- 2 ~ ~ f~ - - ~ - l- l ~L ~ ~T~I r_I r l l~~ 1 lT ~j~l I L -t_ 1 i Y ' ~=I I l _~_I l~ I_-_ ~ ~~~1~~ ~ r ~i j ~ -JI_I ( ~ ~I~~~~I ( I I I ~-i. ~ i T~~~M I 3 C f~ I LI_ I I~ ~ IJ_L1 I I frl~l ~ I 1 . _l 1 r C. " _ T ' _ i - Li J I1 I t . ~ ~ - , - . ' 7 1-1~ ~ u ~_Y 1 - 1- I ~ - ~ .1 ~ _ ` r- . ~rr _ ~ ~ ~ ~ , ~ i r~r ~ i 7 ~ ~ ;►a~r ~ _ r _ _ , _ _ ~ - - I ~l ~ ~I~ f I T I` I fi I I TI J~ I I_I I - - ~ l _ f~i._ J ~ ~ ~ 4_ ` r ~ , ~ _ I~~I I I r~ J r 1 ~r irr~ ~ - I - ~ I I - I - - - - - - ~ . STRUCTURAI CONSULTANTS INCORPORATED - i--~ - - - - - " _I I L - .J._ - - - - - - - - - - - - - - I I I - I YI \ ~ Ii . I . . . - - _ ' I I , J_ I ~ i 7-1 IJJ_ , ~I T I. I I I lil ~ l - - - , _ I ~ r~`n. . ~ - - . ~ . i J_J I r f " I I y r{ r' O• ' 1 7 " 1 _ I ' _I ~TT f 'r ~ it - ~ r rI 1 _ . , , _ ~ L ~1 T[]_I ~ 1-.- - _ I I I Fri L i n I I - ~ - ~ . I _ ~ ~ i i_ _ _ - - , ~ n-C4r~ -_--r,J(% - I I I~ ~ ~ -I Li TL ~ ~ - ~ E I -3 i _ - - 44+ i T ~ ~ ~ ~ T i I 77. - 3400 E. Bayaud, M300, Demer, CO 80209 30313993159 8i8'd 9EL'ON DIJI S1Fki1-f"ISNOJ -itlJf71JI12115 Wd65:E i002'12'6CW f01 ~ ~ J . _ ~ ~ , Dimensions and Weights of Seamless and Welded Steel Pipe A.S.A. Pipe Schedules TOP RGURES: Wall Thiclmess in Inches BO7TOM flGURES: Weiqht Por Foot in Pounds Plpe O.D. Sl:e In Inehes 5 70 20 30 10 Std. 60 !0 E.H. 100 120 14 0 160 b ~h .405 .035 .049 .068 .068 .095 W5 E.M. .7383 .1863 .2447 .2447 .3145 .3715 % .540 .049 .065 .088 .088 .119 .119 2570 .3297 .4248 .4248 .5351 .5351 3h .875 .049 .065 ' - 091 091 .126 126 .3276 .1235 .5676 .5676 .738g .7388 Vt .840 .065 .083 .109 .109 147 147 .5383 .6710 .8510 .8510 . 1.088 . 1.088 .187 1 304 .294 1 714 ii 1.050 065. 083 . .113 .113 J54 1 51 . . .6838 .8572 i.131 1.131 1.470 . 1.474 718 1 937 .3p8 2 441 1 1.315 .065 .109 .133 .133 179 179 . . .8678 1.104 1.679 1.679 . 2.172 . 2.172 .250 2.694 .358 3 659 iW 1.660 .065 .109 .710 .740 191 191 . 1.107 1.806 2.273 2.273 . 2 997 . 2 997 25p .382 1% 1.900 .065 .109 .145 .145 . 200 . 200 3.765 5.271 1274 2.085 2.718 2.718 . 3 637 . 9 631 .281 .400 Y 2.375 .065 .109 .154 .154 . 218 . 218 1.859 6.108 1.BOa 2.638 3.653 3.653 . 5.022 . 5.022 .y~ 7 144 .~6 9 029 2'h 2.875 .083 .120 .203 .203 276 276 . . 2.475 3.531 5.793 5.793 . 7 661 7 661 .375 .552 3 3.500 .083 .120 .216 216 . 300 . 300 10.01 13.70 3.029 4.332 7.576 7.576 10 25 . 10 25 .437 .600 3% 0.000 .083 . .120 .226 226 . .318 . 318 11.32 18.58 3.472 4.973 9.109 9.109 12 51 . 12 51 • .636 1 1.500 .083 .120 237 237 281 . .337 . .337 437 531 22.85 3.915 5.673 • 10.79 10.79 12.68 10.98 14.98 79.01 . 22 51 .674 77 51 IYt 5.000 ' .247 355 . . 12.53 . 17.81 710 r~ 32 6 5i563 .109 6 349 .134 7 770 .258 .258 .375 375 500 .625 . 750 6 . . 14.62 74.62 20.78 20.78 Z7.01 32.96 38.55 8.625 .109 7 585 .734 9 289 .280 .280 432 .132 562 718 .864 . . 18.97 18.97 28.57 28.57 96.39 15 70 53 16 7 7.625 301 . 500 . . 23.57 . 38.05 .875 63 08 t 8.625 .109 9.974 .118 13.40 250 .277 - 322 22 36 24 70 28 55 .322 406 28 55 3 .50p .500 .593 .718 .812 .906 . .875 . . . . 5.64 43.39 43.39 50.87 60.93 87.76 74.~ 72 12 9 9.625 . .342 .500 . 33.90 . r8.72 - . uw .aw .out 590. SUO 719 814 - 1.000 1.125 15.19 18.70 28.09 3121 40.48 40.48 54.74 64.43 50.74 77.03 e9.29 101.1 115.6 .Jfb 500 0.5.55 Sp.W .165 .180 72.18 21.20 250 39.38 .330 43 7/ 4p6 53 53 .375 49 56 562 73 16 688 8 .500 .814 1.000 1.125 1.312 „ . . . . 8.63 65.42 107.3 125.5 139J 180.3 .250 .372 375 437 .375 590 750 500 .938 1.094 1 250 1 406 36.71 45.68 54.57 63.37 54.57 85.05 106.1 72.09 130.9 150.8 . 770.2 . 189.1 .250 312 375 .500 '37 656 844 .500 1.031 1.219 1 138 1 594 42.05 52.36 62.58 82.77 ~62.58 07.5 136.6 82.77 164.8 192.4 . 223.6 . 245.3 250 17 39 312 59 09 137 82 p5 562 104 7 .375- 70 59 .750 .938 .500 1.756 1.375 1.562 1781 . . . . . 138.2 170.9 9145 2(I8.0 241.1 274.2 308.5 .250 .375 500 594 .375 .812 1.031 .500 1.280 1.500 1.750 1 968 52.73 78.60 104.1 123.1 78.60 166.0 208.9 701.1 256.1 296.4 317.1 . 379.0 250 375 .562 .688 375 .969 7.218 .500 7.531 1.812 2.062 2 343 63.47 90.52 140.8 171.3 94.62 238A 296.4 125.5 367A 429.1 183.1 . vi 0 29 ,ta .u ~ 3 t PECT Metals, (nc. ` f ECT 5tair Co. 6390 Colorado Blvd. Commerce City, CO 80022 (303) 287-7420 ' (303) 287-7426 FAX FAX TKANBMIT'fAL T FAX NUMBER SENTTO: 30 ]'~3~~ o- P n P~L /1ttn.: ProJact; Re; , ~p l I 73 s'/JP~/G I D/ ~O Dat~ ' ~ From: NumberOfPages(IncludingCoverSheet) ORlGINALS_WILL;_,~e WILL NOT; BE MAILED - PLENSE ADVISE IF ALL 6HEETS ARE NOT RECEIVED \ Should you have any quest(ons or wish to discuss this issue, please feel free to contact me.- ~ a A. VA) O n_ / _ _ . r3 rl-- ~ g . - . . . . . . . . - . . . . . . . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11135 BUILDING INSPECTION LINE - 303-234-5933 Date : 9/7/2000 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 - (303-235-2855) Property Owner : Property Address : 3298 YOUNGFIELD Phone : Contractor License No. : 18567 Company : Sturgeon Electric Co. Phone : 2868000 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $4,000.00 1 hereby certify that the setback distance and do not violate applirable ordinances covenants, easements or restridions of i made are accurate; that 1 have read and application, and that I assume full respoi Code (U.B.C.) and all other applicable N (OWNER)(CONTRACTOR) Description : CELL SITE proposed by this partnit application are accurete, ules or regulations of the City of Wheat Ridge or cord; that all maasurements shown, and allegatio gree to abide by all eondRions printed on this ibi~y~or compli nce with the Wheat Ridge Buildi adE ~dae ordces. fonwork under thi$partryJ. Permit Fee : Plan Review Fee : Use Tax: Use: Total $97.25 $0.00 $60.00 $157.25 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 eccordance wiN the provisions sel forth In yopur application and ie sub1'ecl to Ne laws of the Stale of Cobratlo aM lo the Zaning Regulations and Buildin~ Code of Wheat Ridge, Coloredo or any other.applicaGe ortlinances N the Ciry. (2) This pertnil ahall expire rf(A) Ne vrork authorized is not commexed wRhin abcly (eo) tlays trom Issue date or (B) the building eutliorizatl is suspended w abandonetl for a penotl of 120 days. (3) If this permN expires, a new pertnrt may be acquiretl far a fee ot one-half the amount normaly requireQ provitletl rro clianges heve been a will be made in the mlginal plans and apec~icatfons and arry suspansion w abandonmeM hes not ezceetletl one (1) year. 11 changes are maAe or A suapension or aba~Canme~t exceeds one (1) year, Tull fees shall be paid for a new permit (4) No work W any menner shall be done thal will chanpa the naWral flow M water causing a tliainepe problem. (5) Contracror shalf rwtly the Building Insoeclor twenty-four (24) hours in advsnce for all fnspactlons and shall receive written appmval on inspectlon cerO before proceediing with successivepha ses of theIob. (e) The issuptI0B W a pe r Me approval o(tlrawings and specifieatlwis shell rrot be construed M be e pertnit for, nor an epproval of, arry violetlon of the provisiona M theJiflGlAarn aher admar~ce, law, rule or regulafion. s DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: Property Address : 3~3 Contractor License No. : ~q,5Lo1 Company T---1ecC, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setbadc tlistanees proposad by this pertnit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restnetlons of record; that all measurements shown. and allegatlons made are accurate; that 1 hava read and agree to abide by all conditions pnnted on lhis application, and that I assume tull responsibil'Ay for compliance wAh the Wheat Ridge Building Code (U.B.C.) and all other applieable Wheat (2idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGP ATE4LL~M Description : 11 C) ( Q Phone: Phone : 3p3agt~~i--~p Construction Value : 'A.~~ , CC~ Permit Fee : C~1 Qil Use Tax : loC> CD Totai : a , is-i as BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residentiat Units : Electncal License No : Plumbing License No : Company Expiration Date : Approval : ~ Pfans.RequlredW: u f Company : Expiration Date : Approval : ,-,3 ; Pfts Required _J Mechanical License No : Company : Expiration Date : Approval: PQU1 (1) This permrt was issuetl m accortlance with the pfoviswns xt krth in yopur appllcation anE Is suEjecl ta the laws of lhe Stale of Colondo an0 to the Zoning Regulabons antl BuilAing Code of Wheat Ridge, ColoraCO or any other appliwble ordinances ol the Ciry. (2) This petmrt shalt expire If (A) the work authonzed is rw[ commenced within sixry (60) Cays hom issue date or (8) the building authanzeE is su5pen0eC or abantloneE for a perioA af 120 tlays. (3) If this permit exqres, a new parmrt may ba acQUiretl /or a fee of one-half ihe amount normally reqwretl, provideA no changes have Deen cr will be ma0e m the (y~ nt has not exceedeE one (1 ) year. If changes are matle or iF suspenslon or abantlonment onginal Olans anC 5pecificaGOnS anE any suspension or abandonme exceetls one (1) year, full fees shall be paiA for a new permrt. No work of any manner shall be tlone that will change the naWral tlow ot water wusing a Greinage problem. (5) ConVactor shall notiry Me BuilAin9 Inspeclor lwenN-bur (24) ~ours m atlvance Por all inspec4ons antl shall receive wntlen approval on mSpecUOn cartl Uefore procCe<liing WRh 5uccessive phaus of Ihe job. i 6) The issuance of a permit or the approval of dravnngs antl specifications shall not be con5lrueC ro be a pertnrt for, nor an approval ol, any viWaYOn of the provisions of the butltling cotles or any other orCinance, law. rule or regulalion. Chief Building Inspector For Mayor THIS PERMIT VALIO ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11088 gUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/30/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3298 YOUNGFIELD Phone : 398-8444 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are : and do not violate applicable ordinances, rules or regulations of tha City of Wheat i covenants, easements or restrictions of record; that ali measurements shown, and made are accurate; that I have read and a$ree to abide by all conditions printed on application, and that I assume full responsibil~'ty for compliance with the Wheat Ridl Code (U.B.CJ and all other applicable W`heat Fiidae ordinances r work under thi: ~ ,~,r-~ C (OWNER)(CONTRACTOR) SIGNEDq~-'""6" DATE! Description : CELLULAR TOWER/ FLAG POLE Construction Value : $39,718.65 Permit Fee : $543.25 Plan Review Fee : $325.95 Use Tax : $992.97 Total: $1,862.17 Use Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pefmil was issued in axoMance with the provisions sel forth in yopur apDliption and is sub~' ctlo the laws of the State of Coloratlo antl M the Zoning Regulatlons antl Builtling Code M Wheat Ridpe, Coloredo or any other applicable oMinances M the City. (2) abThis antlonetl fo ea periotl of 2 dthe ayerk authonzetl is nol commencetl within sixly (80) tlays from issue tlate or (B) ttre Duiltling authorizetl is suspended or (3) If this peimil expires, a new perm~t may be acquired for a fee ot one-half the amount rwrmally required, provided no chanpes have been or will be made in the oripinal plans antl speGfications and any suspenalon w ebandonment has nol euceeded one (1) year. If changes are made or if suspension or abantlanment exceetls one (1) yeaf, full fees Shall be paid for e rrew permit. (4) No work of arry manner shall be done that will change the naNral flow of water causing a dreinage problem. (5) Contractor ahell no6fy the Building Insoector lwenty-tour (24) hours in advance for all inspections and shall receive written approval on inspection carU EeTOre proceetliing wHh successive phases oi the job. (8) The Issuance of a peimit or the approval of tlrewings antl specficafions shall not be construed ro be a permil tw, nor an approval of, any viola6on of the provisions oT the4yjWing codesyr any other ortlinance, law, mle or regulation. I DEPARTMENT OF PLANPfING 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 PropertyOwner: ~~1S~(W9Q - ~ Property Address goo -~3 Phane (303 ) 3qS! -S~44 Contractor License No. : Comparry : Phone . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :a9 1 hereby certify that the sethack distances proposed by this permit application are acwrate, or l id i f ~ y~j • a~ Permit Fe e : ,p ge at ons o and do not violate applicabie ordinances, rules or regu the City of Wheat R ti n c f ~R 3~S 1 ons covenants, easements or resMctions of record; Ihat all measurements shown, and allega i Use Tax : s made are accurate; that 1 have read and agree to abide by all conditions pnnted on th application, and that I assume full responsibility for compliance with the Wheat Ridge Building Cotle (U.B.C.) antl all other applicable Wheat Ritlge ordinances, for work under thls pertnit. Total : (OWNER)(CONTRACTOR) SIGNED DATE USB : Description : I~ U~_n j -c I ~X BUILDING DEPARTMENT USE ONLY SIC Ft. S9 :I ApProval: . ~A- gJ~U~~ ~ n ~ Zoning: C-N ' pu~IC~G~ . ~~i L ~ 1rrv!jD Zl- Approval: PU6_tfca.`W' Approval : f Occupancy : Walls : Roof : Stories : Reside v i Electrical License No : Company : Plumbing License No : Company : Mechanical l.icense No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : (1) This permit was issued in accordance wiN the provisions set brth in yopur applifation anE is suCleCt to the laws of the State of ColoraGa anG ro the ..oning Re9ulations antl Building CoEe of Wheat Ridge, Cob2do or any other appliwCle ordinances ot tme Ciry. (2) This Oertnit shall expire it (A) the work auttionzeE is not commencetl wiNin sixty (60) Cays trom issue aate or (B) ihe builtling authonzeE is suspended or 4ban0oned for a penod of 120 days. (3) If this permit expires, a new Oertnit may be acQUired br a tee of one-half the amount nortnally reQUired. DroviCed no Uanges have Oeen or will be maCe in Ne onginal pians antl spedfirations and any sus0ension ar abandonment has not exceeEeC one (1) year. It Uanges are matle cr if suspension or abanEOnment exceetls one (1) yeac NII fees ahall be paiE for a new permiG (4) No work ot any manner shall De Oone that will change the natu2l flow of water causing a drainage pmblem. (5) ConVactor shall notiy the Building InsOector twenry-four (24) hours in aGVance for ali mspections and shall receive wntten appmval on inspecton caN M(ore proceetliing wiN successive phases of NeI'oC. (fi) The issuance of a Dertnit or Ne approval of E2wings and specifications shait not he consWetl to Ee a permit for, nor an approval of, any violation o( the proNSions of t7ie huilCing codes or any oNer orEinance, law, rule or regula6on. Chief Building Inspector City of Wheat Ridge Planning and Development Department Memorandum TO: Qwest Wireless / Wells Fargo FROM: Mary Austin, Planner` ~~A SUBJECT: Permit Application for 3298 N. Youngfield St. DATE: August 7, 2000 F WHEq? O > Pi ~ o c, c~ m ~oc orz Poo The building permit application and site plan has been reviewed for compliance with the City's Code of Laws. Based on that review, I have the following comments: Property lines need to be added to the site plan (sheet A-1). Dimexsions to the proposed ground equipment from the property lines need to be shown. 2. Please submit a color photo simulation of the proposed flag pole and its relationship to the building. It is a requirement that all accessory buildings and equipment cabinets be totally screened from view. This screening, landscaping or exteriar finish and color must be compatible with the existing character of the site. Please show the equipment as it relates to the main building and any proposed landscaping for screening in a wlor photo simulation or architectural rendering. This concludes the comments as related to the zoning regulations. Be advised that there may be additional requirements from the City's Building Department and the Public Works Department. July 24, 2000 US West Wireless, LLC 4301 East Colfax, Suite 314 Denver, Colorado 80220 Attn: Mr. Alfred Davis 1 rerracon 10625 W. I-70 Frontage Roatl North Suile 3 Wheat Ritlge, Cobrado 80033 (303) 423-3300 Faz: (303) 4233353 Re: Geotechnical Engineering Report, Proposed US West Tower Site DEN-385C, 3298 Youngfield Street, Wheat Ridge, Colorado Terracon Project No. 25005220 Terracon has completed geotechnical engineering exploration for the proposed US West Tower Site DEN-385C to be located at 3298 Youngfield Street in Wheat Ridge, Colorado. This study was performed in general accordance with our subcontract No. SS97050879, dated January 26, 1998. The purpose of these services is to provide geotechnical engineering recommendations for design of foundations and other earth connected phases of the project. Proposed Construction: As currently planned, construction on the site will include a monopole/flag pole cellular transmission tower and ancillary support equipment. The proposed tower will be approximately 50 to 65 feet in height and will be supported on a drilled shaft foundation system. Typical maximum vertical loading at the base of the tower will be in the range of 2 to 10 kips, the maximum lateral force will be 3 to 12kips and maximum overturning moment will range from 1,500 to 4,200 inch-Cips for the US West equipment. Scope of Services: The scape af the services performed for this project included site reconnaissance by a geotechnical engineer, a subsurface exploration program, laboratory testing and engineering analyses. One test boring was drilled on the site at the location of the existing tower. The tower location was provided by US West Wireless, LLC. A continuous lithologic log of the test boring was recorded by the geotechnical engineer during the drilling operations. At selected intervals, samples of the subsurface materials and penetration tests were taken by means of driving split-spoon and/or ring barrel samplers. Groundwater measurements were made in the test boring at the time of site exploration and immediately after drilling. Selected soil samples were tested for the following engineering properties: . Water content • PH • Compression • Resistivity • Dry Density • Water soluble sulfate content • Expansion Arizona S Arkansas 0 Colorado 0 Georgia E Idaho 0 Illinois N lowa 0 Kansas 0 Kentucky N Minnesota 0 Missouri 0 Montana Nebraska 0 Nevada E NewMexico N Oklahoma M Tennessee 0 Texas N Utah 0 Wiswnsin N Wyoming Quality En9ineering Since 1965 US West Tower Site DEN-385C Terracon Terracon Project No. 25005220 July 24, 2000 Subsurface Conditions: As presented on the Log of Boring, an organic top soil layer about 18 inches thick was encountered at the ground surface. The underlying subsurface soils consisted of sands with varying amounts of clay, silt and gravel and silt. No bedrock was encountered on the site to the maximum depth of exploration. Field penetration test results indicate that the sand soils were medium dense and the silt was medium dense in relative density. Laboratory test results indicate that the near surface clayey sand was non-expansive at in-situ moisture contents. Groundwater was not observed in the test boring at the time of field exploration nor when checked immediately after drilling. These observations represent only current groundwater conditions, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Based upon review of U.S. Geological Survey maps ('Hillier, et al, 1983), regional groundwater is expected to be encountered in unconsolidated alluvial deposits on the site, at depths ranging from 10 to 20 feet below the existing ground surface at the project site. Tower Foundation: As presently planned, the proposed monopole tower will be supported on a single drilled shaft foundation system. A straight shaft, drilled a minimum of15 feet into natural soils is recommended. For axial compression or uplift loads, the drilled shaft may be designed for a maximum end bearing pressure of 15,000 pounds per square foot (psfl. Skin friction of 250 psf can be used for design of either uplift or compression loads. For lateral load and overturning design, an equivalent fluid pressure of 400 psf/ft is recommended along the shaft above any free water surface. For calculation of lateral deflection, a coefficient of subgrade reaction, independent of shaft diameter, of 50 tcf may be used for the analysis. The soil modulus for the subgrade soils increases linearly with depth by an amount equal to the coefficient of subgrade reaction. For long term drained conditions, an internal angle of friction of 30 degrees may be used for analysis. In all cases, the organic top soil should not be considered for support in load calculations. Lateral load design parameters are valid for maximum soil strain of five percent acting over a distance of one shaft diameter. The passive pressure, soil modulus and coefficient of subgrade reaction are ultimate values; therefore, appropriate factors of safety should be applied in the pier design. 'Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depffi to Water Table (1976-77) in !he Greater Denver Aiea, Front Range Urban Conidor, Calorado, United States Geological Survey, Map I-856-K. 2 US West Tower Site DEN-385C Terracon Project No. 25005220 July 24, 2000 Terracon All shafts should be reinforced full-depth for the applied axial, lateral and uplift stresses imposed. Provided that the drilled shaft is loaded to full axial capacity, minimum reinforcement of at least one percent of the cross-sectional area of each pier should be specified. Where the loading of drilled shaft foundations falls below the full axial capacity, reinforcement may be reduced to that necessary to satisfy other structural engineering requirements of the design. For this project, use of a minimum shaft diameter of 24 inches is recommended. Drilling to design depths should be possible with conventional single-flight power augers. Caving soil conditions indicate that temporary steel casing will likely be required to properly drill and clean piers prior to concrete placement. If encountered, groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. If pier concrete cannot be placed in dry conditions, atremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. If casing is used for pier construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with slump in the range of 5 to 7 inches is recommended. Free-fall concrete placement in drilled shafts will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom-dump hopper, or an elephanYs trunk discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. Shaft bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should observe the bearing surface and shaft configuration. Equipment Support: As presently planned, the proposed ancillary equipment will be supported on a concrete slab-on-grade. The organic top soil should be removed from beneath foundations and the slab-on-grade supported on the underlying clayey sands. The natural soils and any new fill placed for slab suppoR should be compacted to a minimum of 95% of the maximum density defined by ASTM D698, at moisture contents in the range of 3 percent below to 3 percent above optimum water content. Should structural loads be concentrated on the perimeter of the slab, a monolithic turn down edge should be considered. Thickened interior slab sections can be used to support concentrated or continuous slab loading provided that: 3 US West Tower Site DEN-385C Terracon Terracon Project No. 25005220 July 24, 2000 • loads do not exceed 900 plf, • thickened sections have a minimum width of 12 inches, and • thickness and reinforcement are consistent with structural requirements. Foundations and slabs should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. if the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Seismic Considerations: The project site is located in Seismic Risk Zone I of the Seismic Zone Map of the United States as indicated by the 1997 Uniform Building Code. Based upon the nature of the subsurface materials, Soil Profile Type, Sd should be used for the design of the structure for the proposed project (1997 Uniform Building Code, Table No. 16-J). Corrosion Protection: Results of soluble sulfate testing indicate that ASTM Type I Portland cement should be specified for all project concrete on an below grade. Laboratory test results indicate that on-site soils have resistivities of 1600 to 1900 ohm-centimeters and pH values of 7.9 to 8.3. These values should be used to determine potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction. Generai Comments: The Geotechnical Engineer should also be retained to provide services during excavation, grading, foundation and construction phases of the work. Observation of drilled shaft and foundation excavations should be performed prior to placement of reinforcing and concrete to confirm that satisfactory bearing materials are present and is considered a necessary part of continuing geotechnical engineering services for the project. Construction testing, including field and laboratory evaluation of fill, backfill, pavement materials, concrete and steel should be performed to determine whether applicable project requirements have been met. It would be logical for Terracon to provide these additional services for continuing from design through construction and to determine the consistency of field conditions with those data used in our analyses. The analyses and recommendations in this report are based in part upon data obtained from the field exploration. The nature and extent of variations beyond the location of test borings may not become evident until construction. If variations then appear evident, it may be necessary to re- evaluate the recommendations of this report. 4 US West Tower Site DEN-385C Terracon Project No. 25005220 July 24, 2000 Terracon We have appreciated being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services, please do not hesitate to contact us. 20482 Jere A. Strickland, Office Manager Copies to: Addressee (6) LOG OF BORING NO. 1 Page 1 of 1 CLIENT U.S. West Wireless, LLC SITE PROJECT Wheat Ridge, Colorado U.S. West Monopole - Den #385 SA MPLES TESTS 0 0 DESCRIPTION O c~ o ~ o_ 0 U : .r Y K W ~ Z I- LLU' J ~Q _ ~n W > rn ¢W Z zz O= ~ w 0 ~ a o 0 ¢O O~ O~p cD Approx. Surface Elev.: 100 ft o n z ~ ~ m 3 ~ o a n o o o u m ~ - J ORGANIC TOPSOIL SC 1 RA i.s ss.s CLAYEY SAND fine to medium rained , g , medium dense, medium brown, moist SC 2 RS ~2 36/12 15 114 -0.4/ SOOpsf SC 3 RS 12 21/12 12 106 5 SC 4 RA a s2i SAND, medium to coarse grained, with I gravel, medium dense, brown to pink, moist SP 5 RS NR 5013 io i SP 6 RS 7 50/7 ~ 15 20 ~ 24 76 SAND fine to medium grained trace silt, SP 7 RS 12 24/12 11 114 , , medium dense, brown, molst 25 27 73 SILT, with clay, medium dense, medium brown, moist ! I 30 ~o 30 ML S RS 12 31/12 Stopped boring at 30 feet The s[ra[ification lines represent the approximate bountlary lines be[ween soil and rock types: imsitu, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 7-18-00 WL NONE WD - BORING COMPLETED 7-18-00 WL ~ 1rerracon RIG CME- FOREMAN SF WL APPROVED MEA JOB # 25005220 rT -I I - , ~ r ~ ~2~ II I I', , I, I I , I I ~II, I I I I! I ~ ~ i - I $ ~I I 61 0 4 F+ z ¢ N z J Q X Q -4 t4 -6 -10 100 1,000 10,000 105 PRESSURE, psf o Speamen Identif~cation~ Classifcation I Ya, pcf ~ I' ~ - Z,pft I CLAYEY SAND i 114 15j J o ~ z 0 U < Notes: a w ~ a c~ 0 ~ _ - - - - - CONSOLIDATION TEST ~ _ - ~ I Project: U.S. West Monopole - Den #385 o IrerraC~n Site: WheatRidge,Colorado a Job 25005220 ~ Date: 7-20-00 ~ ~ ~ I I I~ I I ; ~ ~I I I ~ I ~ rl , ~ I I ~I I ~ I I I i I I - ~ I~I . I I ~ I I~ I ' ~ I ~ ~ i I I I I I j I ~I I I I I l ~I I I II ~ _ I ~ I i I, ~ ~ I I I ~ I ! I I J $ ~ ~ J Y ~ If] lA l1J «a ~E N O gn N u r ~a va9E a ~ N6 6, « N ~ ;e ~U o Q o Q ~ E C. ~ .!2 E c a O rm 0 3 3 0 o y m M 75 ~ = a n eo > - > L L 0) ~ N ~ ~ N " y C ~ c~a a o c m c o w C O O U U O W -o ~ d lf1 N + pp N ~ M w o ALL ln o « N W O Z y O o w y EE ~ a N ~ d. fn z E J N C O V ` N G1 p N ~ ~ d o " ~ ~ E O d o ~ x x (n ~ U a E N O. E r- OJ tn E ~ F~ da N N 0) LC7 y p) ~ ~ C 3 ~ 'n ~ ~ aCi Q Q ' w E ^ O O N ° -U V o 0 0 o 6 ~ ln LfJ ~ ~ N o= ~ (0 C la N t+ p E E y X X y E O m E aa-o ~ N Y f0 c0 XO C C U N N N ~ ~ Y a E o o N d N N a N l9 C C ~ 0 N N ~ N V Y- ~ ~ ~ ? y R N ~ m N N U U~ C U ~ C Y aarE~ m cc E C o T N a o d UU(n 0> z O W c ` Z OC ~ N[7 ch n o m GENERALNOTES DRILLING 8, SAMPLING SYMBOLS SS: Split Spoon - 1-3/8" LD., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin-Walled Tube-2" O.D., unless otherwise noted PA: PowerAuger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number ef blcws reGuired ,c advance a standard 2-incn O.D. split-spoon sampler (SS) the last 12 inches of the total 18- irch peretration with a 140-pound hammer failing 30 inches is considered the "Standard Penetration" or "N-value". For 3" O.D. ring samplers (RS) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140-pound hammer falling 30 inches, reported as "blows per foot," and is not considered equivalent to the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Driiling DCI: Dry Cave in BCR: Before Casing Removaf AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeabiiity soils, the accurate determination of groundwater leveis may not be possible with only shoR- term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unifed Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a#200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a#200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK Ll (SS) (RS) SS Relative (RS) SS Blows/Ft. Blows/Ft. Consistencv Blows/Ft. Blows/Ft. Densitv Blows/Ft. Blows/Ft. Consistencv < 3 < 2 Very Soft 0-6 < 3 Very Loose < 30 < 20 Weathered 3-4 2-3 Soft 7-18 4-9 Loose 30-49 20-29 Firm 5-9 4-6 Medium Siiff 19-58 10-29 Medium Dense 50-89 30-49 Medium Hard 10-18 7-12 Stiff 59-98 30-49 Dense 90-119 50-79 Hard 19-42 13-26 Very Stiff > 98 > 49 Very Dense > 119 > 79 Very Hard > 42 > 26 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriotive Terms of Percent of Other Constituents Drv Weiqht Trace < 15 W ith 15 - 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriotive Terms of Percent of Other Constituents Drv Weiqht Trace < 5 With 5-12 Modifiers > 12 Maior Comoonent of Samole GRAIN SIZE TERMINOLOGY Particle Size Boulders Over 12 in. (300mm) Cobbles 12 in. to 3 in. (300mm to 75 mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Plasticitv Index Non-plastic 0 Low 1-10 Medium 11-30 High 30+ Irerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Group Coarse Grained Soils More than 50 % retained on No. 200 sieve Gravels Clean Gravels Cu 4 and 1 5 Cc < 3E More than 50% of coarse Less than 5% f nes° frection retained on Cu < 4 and/or 1> Cc > 3E No. 4 sieve Gravels with Fines More Fines classiy as ML or MH than 12°/a fines` Fines classify as CL or CH Sands Clean Sands Cu z 6 and 1> Cc 3E 50% or more of coarse Less than 5°b fines° Cu < 6 and/or i> Cc > 3E fractian passes No. 4 sieve Sands with Fines Fines classify as ML or MH More than 12°k fnes° Fines classify as CL or CH Fine-Grained Soils Siits and Clays inarganic PI > 7 and plots on or above "A" line' 50°5 or more passes the Liquid limit less than 50 Na. 200 sieve pl < 4 or plots below "A" Iine' organic Liquidlimit -oven dried <0.75 Liquid limit - not ymbol Group Namea GW Well graded gravelF GP Poorly graded gravelF GM14 Silty grzvel°,G." GC Clayey gravelF.6.8 SW SP Weli graded sand' Poorfy graded sand' SM Silry sandc.",' SC Ciayey sandG,".' CL Lean clayKL.'" ML SiltK.4m OL Organic clayK4A1," Organic siltK4",0 Silts and Ciays inorganic PI plots on or abova "A" line CH Fat clayK~"' liquid limit 50 or more PI plots below "A" line MH Elastic silt"M organic Liquid limit - oven dried 075 OH Organic day"^'.P < Liquid Iimit - not dried Organic siltK4".o Highty organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve a If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12°h fines require dual symbols: GW-GM well greded gravel with silt, GW-GC well graded gravel with clay, GP-GM poody graded gravel with silt, GP-GC poorly greded gravel with clay. °Sands with 5 to 12°h fines require dual symbols: SW-SM well graded sand with silt, SW-SC well greded sand with clay, SP-SM poorly graded sand with silt, SP-SC pooriy graded sand with clay x ECu=Dao/Dia Cc= (~0) Diox Deo F If soil contains ? 15°,5 sand, add "with sand" to group name. GIf fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. 60 50 ` a I W ao r ~ I Z I F 30 U ~ 20 a. io ~ 7; 4~ 0 0 For classification of fine•greined soils and fine-grained fraction of coarse-grainetl soils Equation of "A" • Ilne Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL-ZO) Equation of "U° - line Vetlical at LL=16 to PI=7, then PI=0.9 (LL-e) ..-...-..--...r•'-.... ~e . . C~ G ML or OL "if fines are organic, add "with organic fines" to group name. ~ If soil contains ? 15°h grevel, add "with greveP to group name. ~ If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. "If soil contains 15 to 29°,G pius No. 200, add "with sand" or "with gravel," whichever is predominant. ` If soil contains 2 30°h plus No. 200 predominantly sand, add "sandy" to group name. "'If soil contains 30°h plus No. 200, pretlominantly gravei, add "gravelly"to group name. "PI 2 4 and plois on or above "A" line. ° PI < 4 or plots belaw "A" line. ° PI plots on or above "A" line. °PI plots below "A" line. ~J t MH or OH . 10 16 20 30 40 50 60 70 80 90 LIQUID LIMIT (LL) 100 110 l rerracon ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic crigin. The sediments are usualiy indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro-crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(C03)2]. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaC03). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. I ROCK CLASSIFICATION (Based on ASTM C-294) Metamorphic Rocks Metamorphic recks form frem ignaous, szdimentary, or pre-existing metamorphic rocks in response to changes in chemical and physical conditions occurring within the earth's crust after formation of the original rock. The changes may be textural, structural, or mineralogic and may be accompanied by changes in chemical composition. The rocks are dense and may be massive but are more frequently foliated (laminated or layered) and tend to break into platy particles. The mineral composition is very variable depending in part on the degree of inetamorphism and in part on the composition of the original rock. Marble A recrystallized medium- to coarse-grained carbonate rock composed of calcite or dolomite, or calcite and dolomite. The original impurities are present in the form of new minerals, such as micas, amphiboles, pyroxenes, and graphite. Metaquartzite A granular rock consisting essentially of recrystallized quartz. Its strength and resistance to weathering derive from the interlocking of the quartz grains. Slate A fine-grained metamorphic rock that is distinctly Iaminated and tends to split into thin parallel layers. The mineral composition usually cannot be determined with the unaided eye. Schist A highly layered rock tending to split into nearly parallel planes (schistose) in which the grain is coarse enough to permit identification of the principal minerals. Schists are subdivided into varieties on the basis of the most prominent mineral present in addition to quartz or to quartz and feldspars; for instance, mica schist. Greenschist is a green schistose rock whose color is due to abundance of one or more of the green minerals, chlorite or amphibole, and is commonly derived from altered volcanic rock. Gneiss One of the most common metamorphic rocks, usually formed from igneous or sedimentary rocks by a higher degree of inetamorphism than the schists. It is characterized by a layered or foliated structure resulting from approximately parallel lenses and bands of platy minerals, usually micas or prisms, usually amphiboles, and of granular minerals, usually quartz and feldspars. All intermediate varieties between gneiss and schist and between gneiss and granite are often found in the same areas in which well-defined gneisses occur. I ROCK CLASSIFICATION (Based on ASTM C-294) Igneous Rocks Igneous rocks are formed bv cooling from a molten rock m2ss (magma). Ignecus rocks are divided into two classes (1) piutonic, or intrusive, that have cooled slowly within the earth; and (2) volcanic, or extrusive, that formed from quiclcly cooled lavas. Plutonic rocks have grain sizes greaier than approximately 1 mm, and are classified as coarse- or medium-grained. Volcanic rocks have grain sizes less than approximately 1 mm, and are classified as fine-grained. Volcanic rocks frequently contain glass. Both plutonic and volcanic rocks may consist of porphyries that are characterized by the presence of large mineral grains in a fine-grained or glassy groundmass. This is the result of sharp changes in rate of cooling or other physico-chemical conditions during solidification of the melt. Granite Granite is a medium- to coarse-grained light-colored rock characterized by the presence of potassium feldspar with lesser amounts of plagioclase feldspars and quartz. The characteristic potassium feldspars are othoclase or microcline, or both; the common plagioclase feldspars are albite and oligoclase. Feldspars are more abundant than quartz. Dark-colored mica (biotite) is usually present, and light-colored mica (muscovite) is frequently present. Other dark-colored ferromagnesian minerals, especially honblende, may be present in amounts less than those of the light-colored constituents. Quartz-Monzonite Rocks similar to granite but contain more plagioclase feldspar than potassium and Grano-Diorite feldspar. Basalt Fine-greined extrusive equivalent of gabbro and diabase. When basalt contains natural glass, the glass is generally lower in silica content than that of the lighter- colored extrusive rocks. .1 re LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subarade soil; Pavement Thickness Ra:ie subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount Foundation Design of both differential and total settlement of a structure. Direcf Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and S/o e Sfability Dry Density Used to determine the in-place density of natural, lndex Property Soil inorganic, fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution Soil Classification of paRicle sizes in soil. liquid & P/astic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Indez systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater F/ow liquid or gas. Ana/ysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resisfivify Used to indicate the relative ability of a soil medium to Corrosion Potential carry electrical currents. R-Va/ue Used to evaluate the potential strength of subgrade soil, PavementThickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Solu6/e Su/phate Used to determine the quantitative amount of soluble Corrosion Pofentia/ sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Ana/ysis for unconfined state. Foundations Water Confent Used to determine the quantitative amount of water in a Index Property Soil soil mass. Behavior 1 rerracon REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the intertace of the foundation Bearinq Capacity element and the supporting material. Aflurfu.^.: Soil, the ccnstituznts of which have been transported in suspension oy flowing waier and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surtace in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circuiar excavation which may have an enlarged Pier orShaft) base. Sometimes referred to as a cast-in-place pier or drilled shaft. Coeffcient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surtaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of inechanical manipulation Concrefe Slab-on- A concrete surtace layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Eristing Fi1l (or Materials deposited throughout the action of man prior to exploration of the site. Man-Made FiII) Existing Grade The ground surface at the time of field exploration. 1 ferracon REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential P:nished Grade The final grade created as a part of the project. Footing A portion of the foundation cf a structure that transmits loads directly io the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. FrostDepth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurfiace water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grede The naturally occurring ground surface. Native Soii Naturally occurring on-site soil, sometimes referced to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Confent given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlemenf Downward movement. Skin Fricfion (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Sfrain The change in Iength per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Sub6ase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. 1 rerracon AUG-24-00 31=10 FROM:ONESS VIRELESS lD=303390B955 PAGE 7/1 1 Vi' fl-~+~vIV11VV ia1VU LCYCLC1f IYICIV 1 bU11UIl1y YL'fltn11YU111UC1 ; ~ ~ BUILDING INSPECTION DIVISION -235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WNEAT RIDGE, CO 80215 APpLICATIo N Property Owner ~ (~Vxs+- "11`16e5S ?SQO, Phone: (303~~1g~~{~ PropertyAtldress: 3ag$ \'(OUV~c Contracror ucense No. : -ro fbLOe~ivteUl Company : Phone : ONINERlCdNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Canstruction Vawe : it 301j-+I 9.f05 i n•nby cenzy mat me sMDadc 0istancec proposeC hy ihis parmit 3ppiieati0A aro Oaurate, ane tla no2 vielam applipable ordinances, Mks or rogulawn5 of Me Ciry of YMOat ftidge or Covenant4, eeSemeOts of RSInRions of ~cord: that ill meesuMmsnK shown, antl 911egauOni made are accurate; tha[ I nave reod ana agree w abitle by ad conCitions crioteC on this application, antl that I assume full respensbifiFj far complianee wah tHe whea[ Rmge Building Code (U.B.C.) antl ail otp8r apD~icaele VJheal Ridge ordinanCes, ior worK unaer tnis pertnit. PCrmit Fee : Use Tax : Total : (OWNER)(CONTP}IGTOP.) SIGNED OATE USe : Descriplion: F-1aJ Pcle~ cee~~-~z+~~' w/ ~~~1~" •"s~~1\~~r6ti. BUItDING OEPAR7MENT USE ONLY SIC : Sq. Pt, : Approval : `1 • ( ~ Zoning : L- ` Approval; qpproval: Occupancy : Wdlls : Roof' Stories : Residential Units : Hiectncaf License No : Plumhing License No Meehanical Licensa No' Gompany: Company: ll~ Company: Expiration Dale : Expiratlon Oate : Expiration Oate : Approval : Approvai : Approvai : (1) r*m aerr,a was iuwa ~n accorav+ce vAm mm omvwoo: Mtronn LA yeewr aoainean am aublM m e+e uuS of Pe Sata of Caaaca ana m ne: 0,nn9 aesurosrons ana emuWp ewa awrew Riage. eaoraao a.nr wnm,,acu~er wc6,a~,ce, a u+e 6ry. (2) This pennit sNM eapv~ 0 (A) NG w0lk *VTOni6C 4 ~ol Cw~me^~M wiyrin Wtry (80) Qaya M1om iaut Gls or lB1 thm tuilGinp iNfnisu i5 lusmndld Or aeanaonwa fwa penoa o/i20 aaye. D~w~02C n0 tn0~9ea t+ave D6en or wid pp rtuCS ~n V+e (3) 11 mq pcmut axPirea, a new pem~n may oe ar4uiree kr a fe0 at onMaM tl+s amourH mmiM~y re0u. a+4mi PiaM ana sPeGftetiOftan0 anY wSOSniro+l m aONbonmem nas rtm ezQeQeC ane (I) Ysar. tl Cunqas aro maae a tl f++%Oens~Dn ot iDUiaOnrtRM QYCeECf 0ft (1) yl9f. tuU fs6i aNtl Ga pfb f0l 0 Mr/ Otmut (a) Np wprtc at any manner anatl Ee pme a+t +Nn changa vW neNrai 11an af wasr ousmy a Cr+inaye Oro01sm. (SJ ConVama g11p11 oOCIy NC BW1Qiny Inpplfl0, MnLn[y-IOUt (24) hous m advsnce Iv a1t inpections and shall reca+ve x+ittan approv& an mspewon pN bcferc 91xaemng wN+ suexativs qWn of NcpD (8) The isYYinCS of a pemN[ ar Ts approval ol Orawin9a an0 spe~ific9uMS Snell nol Oe mnaVUeC U De a pemri: iar. wr an apPransl af. any rioumn et Te Drovisb^i of Rt9 pyllQyg mdK ar atry OtlfH ai0U1Lln, law. Nk OI fQillUi9IIM. Chief fluilding Inspectot Photo of Wells Fargo Photo of Wells Fargo Facilities Survey Program Site Name: Address: Applewood Drive Up 3298 Youngfield Street Wheat Ridge, CO Plot Plan .uG 141- L Site Plan Site Plan Site Plan DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10328 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/4/00 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3298 YOUNGFIELD ST Phone : Contractor License No. : 19226 Company : Ad Lite Sign Co. Phone : 399-3334 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiiy that the setback distances proposed by this permit epplication are aaurate, 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 accurete; that I have read and agreetytoidge abide by all conditions printed on this Code c(U.B~C.and ) and a all otheappl oabe responsibill t Fi ordlnlancesWfoh t~~he WheaerRhi speunil~ing (OWNER)(CONTRACTOR) SIGNEu lL/~ v DATE_ Construction Value Permit Fee Pian Review Fee Use Tax Total $7,500.00 $153.25 $0.00 $112.50 $265.75 Use: LTING NORWEST SIGNS & DIRECTIONALS & REINSTALL WELLS FARGO Description : REMOVE GNS PR PLANS S BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Occupancy : Walls COMPLIES WITH SIGN CODE OK Roof Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) lTis permit was issued in accordance with the provisions set foM in yopur applicatlon and is sub'ect M the laws of the State of Coloredo antl lo the Zoning Reguletlona erM Building Code of Wheat Ridge, Colorado or any other applicable ordinances of ~e City. (2) This permk shall expire d(A) the work authorized is not commencetl wilhin sixly (80) days from issue date or (8) the building authorized is suspentletl or abandoned Por a period of 120 days. (3) If this pertnit expires, a new pemnl may be acquired for a fee of one-haM the amount normelly required, provitled no changes have been or will be made in the ~.a- -e a,.,ia~innx and anv susoension or abandonment has not ezceetletl one (1) year. If changes are metle or if suspension or abandonment (4) No work of arry manner shall be done that will change the naturel flow of water causing a drainege pro em. (5) Contrector shell notiry the Building Inspeclor lwenty-four (24) hours in atlvance for all inspeclions and shall receive written approval on inspection card before proceetliing wtth successive phases of Me1'oD. (e) The issuance of a pe~qit or Me approval of drewings and spec~catlons shall not be construed to be a partnit for, nor an approval of, any violation of the provisions of Ne builtlinn cotlKo~lenY other g4inance, law, mle or regulation. 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 : °ropertyAddress: ;3Z~1~ ybU~✓(~-F/r1.~ 5rJ' Phone: Contractor License No. / Company :/~/,J GiJ~'t_ S/Gn/ Phone : 303 ~~j-333 ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 Construction Value : SUJ I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations ot the City of Wheat Ridge or covenants, easements or restnctions of record; that all measurements shown, and allegations matle are accurete; 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 at Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for rk u er this pe i (OWNER)(CONTRACTOR) SIGNE~ ~ ~~'~l Sr DATE Z Uv Description: i4lL ~'ykiST/'✓~ /Y4IV-1wrSi x,4 i~vss.q-CL (,d,r~GLS A'42--0 (51'Z7- Permit Fee : Use Tax : Total : Use: siGi✓S t /~/tifc.T/UN/2~S rfi77~1"~%/~t~') BUILDING DEPARTMENT USE ONLY i~ Co \..'s ...A~ S,d.._ C'o~~_ Approval Zoning ; ofG, ~ Approval : Approval: Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : 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 pertnit was issuetl in accortlance with Ne provisions set forth in yopur appliration antl is suhject to the laws of the State of Cobratlo antl to Me Ioning Regulations antl BuilEing Code otYMeat Ridge, Coloredo or any other applirable oitlinances of the Ciry. (2) lTis pertnR shall eapire if (A) ttie work aulhonzeE is not commence0 wiUin sixry (60) tlays trom issue tlate or (B) the building authoAZeE is suspende0 or abantloned for a penotl of 720 Oays. (3) It Mis pertnit expires, a new pertnit may be acquired for a fee o( one-half the amount nortnally mquired, proviCed no Uanges have been or will Oe matle in the onginal plans an0 speafintiona anC any suspension or abanEOnment has not exceetletl one (1) yeac If [hanges are matle or if suspension or abanOonment exceeds one (1) year, iull fees shall he paid ror a new, permit. (4) No work of any manner shall be tlone Mat will change the naW21 flow of water Wusing a Otaina9e problem. (5) ConVactor shail no6ry the Building Inspector twenry-four (24) hours in aEvance for all inspeclions an0 shall receive written appmval on inspection caM before proceediing with successive phases of the job. (6) The issuence ol a permd or the approval of tlrawings antl speuficafions shall not be consvuetl ta be a pertnit br, nor an aDProval ot, any violation of the Drovisions of the builtling wCes 9PM Mher or0inance, law, nde or regulatlon. Chief of WHEA? City of Wheat Ridge Planning and Development Department Memorandum °R TO: Ad Lite Sign FROM: Mary Austin, Planner Q'k.-1- _ SUBJECT: Sign Permit Application for 3298 Youngfield St. DATE: March 21, 2000 The application and site plan for a sign permit has been reviewed for compliance with the City's Code of Laws. Based on that review, I have the following comments: 1. One freestanding sign is allowed on the site. Based on the floor area of the two structures, the freestanding sign is limited to a maximum of 77 squaze feet in area. 2. The site plan needs to show the property lines with dimensions to the freestanding sign. Freestanding signs that are over 25 feet in height must maintain a 30 foot setback from the street rigbt-of-way. This concludes the comments as related to the zoning regulations. Be advised that there may be additional requirements from the City's Building Department and the Public Works Department. mj- br2-- F,/LGi✓ +v r'H bv~ . 't'~.,A~ PYt- ~ 3~ti~IDa /-tzo ,r ALa t✓ Zy ' oP4 t-t ~ / '6 ! Fcec Comments: 'The Plasti-Line'Erector Guidelines" packet is a legally binding extension of this Purchasa OrGer. Contact PIasH-Line Immadlatey if you do not hava this puhlication or have any questlons or concerns. Sign Plots Site Survey 6 N Z Z o z . w ~ Fwo • ~ Lii Q O J~ Q .'I- C~~O U W CJ ~ z UZ ~ N K G~ m Ctf o ~ o o o L, U t- w(wjZQ ~ W~~S~Iw- Z J ~ wa cn 3 za z Q w UY ` CC) 3pwpa w ° o Z?o ~ ~~wF-F Z- F w ~LDI a a azw ~ mzogD°~~ U) ~ dC7L EE 20 S L-Z J?: Z I ~ °N a~3~o~w~~g ~ o m } 0 O~ O Y N Q= J M=~\ U ~ N O O wOF,~ m~MISj 5i_-U2~~U\~C7l~iJ p wzUw~~ °p.:3~~~g~aoD3oo~ o 0 ow~v~~ `'"oaovowo4-ZZa ~zUOga Q ~ ~U~O~U apQ~UF-U~?D~~oQU0 n. 7a- o~ w~ a O O 0. 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Z ~ ~ ~uzu vi ° ° a o N O , Z N O N ~ c i~ w 0000 j Y fD > J U ~ ~~OC) V o ~ °o°°o, ~o 3 w tn o ' M O d 0 o>o O ~ Z ~ z~D ZOO ~ n N = a I U O ~ LLJ N a' ~ N C) W ~ 0 o J -Wi (n Z s Z J : L N N D ~ 0 0 a 0000 ~ O M 000 60 ^j~ O O o Ztl= O 00(14 N j N 21h00 O C.. °o, ~ O . 000 OOa O O 6 00 00 00 000 000 000 000 ~ D VI CY) 0 Q~ Ln~ J ~ w ~ ~ l d lo Sign Dimensions DEPARTMENT OF GOMMUNITY DEVELOPMENT pERMIT N0. 7500wE5T29thAVENUE BUILDING IPJSPECTION DIVISION M93#19013 63e CITY OF WHEAT RIDGE, COLO. 234-5933 P.O. BoX THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILD~NG INSPECTOR ANC RECE~P?ED BELOW. ~ 3~ APPLICA710N FOR MISCELLANEOUS PE MIT OWNER ~OI~'•✓~f~~S a~ n-~ JOBADDRESS ex~ CONTRACTOR 84~2115'"s ADDRESS q~ q ~ g~ o PHONE 1 )73 -63~ 1 ZIP CODE ADDRESS ' ~ CiTY U2fi~ C°~GS CO ZIP CODE ~S CONTRACT PRIG~~/g ONE 1LI1 '1-- LICENSE NO. ~ ~DATE ~jL H P YPE Ground~-- Woil oieolinp❑ 01h0f SwDFoee L T Total 5quan FNt 2. MATERIAL ❑ No❑ Y TYDS _ Elect Pormit N ` aa SIGN$ 3. ILIUMINAT10N E W / tor M D Z°r ~L1 4. SE7 BACK FR OM P FOPERTY IINE N ❑ 5 a ❑ ~ 1d Dt~~e (SDecify which ia f ronl) lidO More Tl+an 80% ODSn0 S Less Than BO% OM^ o I. TYPE HeiQM MATERIAL FENCES N 5 E _ M' iam_ Apprwed,Zom ImDOCta 3. SET BACK FROM PROPERTY LINE _ ❑ , _ ~ 0 ~ pis~Drowd (Soecifv whiCr if tront) ~ I OTHER Z 13. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIViNG DISTANCES FROM PROPERTY LINES. ($ETBALK$ OR PROJECTIONS INCIUDED) ^ ~e~~oTv i Iuc I~y FLOOR WATER QASET WASH BUNL BATH TUB SHOWER SINK GARBAGE DISP WATER HEATEF AUTO.WASHER DISH WASHER FIDOR DRAIN STREET NP.ME ~U~ tC~ \ SHpiS A'NCEN TO S PRFROM OPERT ~Y I~IN SBN0TD1MA%MUMJOR 1AVERAGEEDISTANCES,ANO VROPERTY lINES;ON SNOW qPPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT BEC UPON NLY VALI THIS APPLICATIO PERMIT WIOLL^E P RE M80 AYS 'RrROM THEEDATE INDICAF 58 AWORK NCE I~F WORK IS NOT ~TAROTED WITHIN T'HAT T~~IME.PECTION DIVISION. PLUMBIN6 PERMIT MECHANICAL PERMIT ELECTRICA~ PERMIT STATE LICENSE NO STATE UCENSE N0. .er, aru uo FlJEUCiKMOMGoidlROparM Elx TEMPORARY METER NEW SERVICE - AMPS ecovi[F - AMPS WIRING MOTOf25 6 CONTROLS RS 9 RECTFIERS OLD WORK R IHP I Mreby acknowledQe that this ep0l1c0- ti0n i6 Correct and understond ihat I tonnof stmt this Drolett until ihis opDli' oufion is a00roved. I snall comply wifh ths lows oi the State of Colorado ond to fhe Zonina Repulations and Buildinp Code of the City ol Wheat RidQe. AnY violotion of ine above terme wiil cause immediale revoyation o,f ini~rmit .,T CArL~-z~-`~ r' - i - b~, it~-.a{ l, ~o0licanb 9lonamr• PERMIT FEE USE TAX TOTAL FEE GHIEF BUILDI x G`Cl ~ ~ ~ ff / 7t~ ~/4 ,City of Wheai Ridqe ~ I CALL 234-5933 24 HOURS IN ADVANCE L( 3 FOR INSPECTIONS Dme Issued ~ $PECIFV NORTH S 5~ .~'pr~_R 5 or-) a > > +}'r n N ,N 0 Z' t O ' i ; ~ g . J N Z I . . ~~zY• iT ~ . ~ ~.n ~ q Q U ~ N N w > n qpV) C1 U vi w vi LL. 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O 3 LL) ~ I ~ o U q O m m U ~ r N L w (A W ~ o Z 0 w ° o ~ th Q 7 ~ ln W Q ~ LLI m F ~ 2 CJ O o ~ a o V ~ a ° a' g ~ a a vi 0 ~t , o ? ° o z = x ~ z O LLI O O 0 O Z J ~ . ° Q . a W a (n ~ N z z I ~ 6 N~F (n J U xV) 3 ~ N r J \ow ~ J J ago W o 0 :D mx J = OZQFy- o li] ` Q KWJ O ~-li M-JiZ= ?Udl- _ N t-i 4 + p±`; . M . ..i. DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500wEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. M93#19059 234-5933 P.O. eOXe38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALlD ONLY WHFN SIGNED BY THE CHIEf BUILDiNG INSPECTOR AND RECEtPTED BELOW. JOBADDRESS 32 9 5 Yo"~-~A CONTRACTOR AVConl St~aS ADDRESS zZ01 Rit-wR AVe - / qTY Fv2t Coll"'S i (~o ZIP CODE PHONE " -7- 971-3 _ LICENSE NO. ` OW N ER vC "70 Ll~c. ^~3lW ICS ADDRESS 3-2q-g O~w r^E~ -5+- PHONE 4b 2--73- j~~ ZIP CODE CONTRACT PRICE $ DATE 3 1. TYPE Ground Wall❑ Prolectinp❑ 01her. SaDFee~ k~ 2. MATERIAL TofolSpmnFpt SIGNS 3. ILLUMINATION Ys No ila 7yps +J-Ie~NH'c AFaa Eled PKmit 4. , SET BACK FROM PROPERTY lME (Spatify wnicn ia front) N_ S_ E ❑ ❑ _ W~ a ❑ / Zon{r rw ,2onsIns cta DiaapDroved 1. TYPE Solid[:] Mora Thon BO% ODSnD Lau Than BO % Open ? MATERIAL HeipM FENCES 3. SET BACN FROM PROPERTY LINE (Specify which it }ront) N_ S_ E ❑ ❑ _ W ❑ ❑ Zono_ Approwd,Zons, ImDeeta DiaopDroved I . 2 OTHER DRAW SKETCH qi SNOW BELOW,IHE FENCE,SIGN,OR OTHER SYRUCTURE, GIVih6 DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) REAR PROPERTV LINE ~ o D~~✓F ~ O ~ ~ a N ~ 0.. i FRONT PROPERTY LINE STREET NAME Z a ~ ~ N ~ SPECIFV NORTM SNOW DISTANCES FROM THE M41N BUILDING TQADJOINING HWSES, STREETS, AND PROPERTV LINES;ON IRREGULAR LATS,SHOW LEAST DISTANCE TO PROPERTV LINES,NOT MAl(IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECFiANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFORN 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 STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT AWMINUMWIREUNDERSIZE8ILLEGAL FLOOR BSM IST 2N0 3RD 4TH NQ FUELCirclsOnoGofdlP4oporq E Sobr N0. WATER CLASET FORCEO AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATM TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINN OTHER HEATING GARBACE DISP REFRIGERATION SYSTEM POWER SUB-GFCUITS WATER HEATER Refri arant Grw UTILITY (RANGE, OISPOSER, ETC ) pUTO. WASHER Fbunds CMr s FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS 6 CONTROIS FLObR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FU(TURES I Mreby ocknowledpe thot this apPlico- tion it torract and underatand Ihot I connof storf this project until this oppli- totion is oDOroveC. I shall comply witA immediAote roCvoco,t,ion of this Dermit PERMIT FEE NOT VALID UNLE55 RECEIPTED fhe lows of the State of Colorado ond fo ihe ZoninQ Repulations and Buildinq Code ofthe City of Wheai RidQe. Any violation of the above terme will couse ~2 a sCE Y" USE TAX TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDIN NSPECTOR,City of Wheat Ridge CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS Da}e ISSUCd ~oolikonb 9ianaw,• 7500 WES'f 29TH AVENUE P.O. BOX 638 The City o1 WHEAT RIDGE, C0. 80034 .wheat (303) 234-5900 City Admin. FAX # 234-5924 R1CLge Police Dept. FAX # 235-2949 FAX COVER SHEET DAN WILDE - MAYOR TO: ~r JAMES 0. MALONE WANDA SANG CITY CLERK CfTY TRFi1SURER . CWNqI MEMBERS District 1 ~ JE,W BEHM FROM: VANCE T. EDWARDS JEAN FIELDS DON EAFMffI J i- ~I - District II District N CUUDIA WORTH TONY SOlANO DENNIS HALL KEN SILER ~ (NOT INCLUDING COVER SHEET) N0. OF PAGES COMMENTS: JetFax 8000D Rev 2.21US Nov-24 Wed 16:22 1993 303-234-5924 CITY OF WHEAT RIDGE Transmit Confirmation Report Start Time Usage Connection Tel Mode Pgs Status Print Time Dept 11/24 16:21 1'34 <14843639 > Xmt 2 Sent: Job 023 r=o wrsr um Avv,uE P.O. eox ae ~ o' eowa m. wp, y m ( s9o Wheat M I~ s ze s Ridge "tl cN ~ a i. w o C ra w+m sHEr p ~ O CORA~ ew hu - wxN ~ r r~1l4~ aVV 1~ /.1.~ tlry ¢OY r CAYGL IOIm6 fIRUY: \J- LYtlRI l ~ ~ YY/kl • NE FNI iMll JG 11 FFIA ~ y~. ~ a '-"~MU ~ GMICM cMIN Ype MLLL No. ov Mps (nm iNaLORro cobER 511lEO COI14ENIS Golden Banks Sign Plan Randy Slusser fj 11 __1 0 ( AnN NQ _N , From: James Gallagher <jgallagher@ariainc.com> �,J Sent: Friday, July 20, 2018 1:26 PM To: Randy Slusser Subject: File Transfer: Hacienda Wheat Ridge - Digital Documents - Hacienda -Wheat Ridge CO A transfer (File Transfer) has arrived on the Aria Group Architects, Inc. Info Exchange Site. Project Name: Hacienda -Wheat Ridge CO Project Number: 173754.000 From: James Gallagher (Aria Group Architects, Inc.) To: rslusser@ci.wheatridge.co.us CC: Ilias Saoukbaev (Aria Group Architects, Inc.); Olimpia Maldonado (Aria Group Architects, Inc.) Subject: Hacienda Wheat Ridge - Digital Documents Sent via: Info Exchange Expiration Date: 8/3/2018 Remarks: Randy, Additional links: Reply to All It was good to speak to you yesterday in regards to the Hacienda Project. As we discussed I have attached the information you have requested. - A -Sheets (stamped) - Civil Drawings (Reference only) - S -Sheets (stamped) - K -Sheets - MEP Sheets(stamped) - Structural Calculations (stamped) We have also shipped out a hard copy of the sStructural Calculations the Fed EX#:7727 6552 7510 If there is any questions please let me know. Thank you, Aria Group James Gallagher I Architectural Technician t. 708.445.8400 1 ariainc.com 830 North Blvd. Oak Park, IL 60301 1 Transferred Files Name Type Date Time Size A-Sheets.pdf PDF File 7/13/2018 10:21 43,684 AM KB Civil Sheets - Reference PDF File 7/12/2018 3:12 PM 47,882 Onl . df KB FS-Sheets.pdf PDF File 7/13/2018 2:31 PM 2,885 KB Hacienda Permit Calcs PDF File 7/20/2018 2:06 PM 3,443 HGA.PDF KB MEP-Sheets.pdf PDF File 7/13/2018 9:04 20,027 AM KB S-Sheets.pdf PDF File 7/13/2018 12:05 1,599 PM KB Download all associated files Aria Group James Gallagher I Architectural Technician t. 708.445.8400 1 ariainc.com 830 North Blvd. Oak Park, IL 60301 ',-;rr E 0 t 9 0U Z.°( COMMERCIAL Building Permit — Plan Review Worksheet Submittal requirements: ❑ Copy of Deed (Site Plan (to scale) Elevations Address: 311$ iw, - e(di Lot Size: Zoning: T, C !�) Use: Property in the flood plain? Subdivision: Nd Rev. 09/2017 sq. ft. Related Cases: \,J L- — lg'— ( 0 CkC'W"Vk1 46- I;c�-r� If yes, add surveying condition FLD. W^ a W Any conflict? (Y/N) N tl Type of project (applicable survey conditions in parenthesis): At permit, we need: Survey at foundation: Survey prior to CO: ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) L1Addition ILC and site plan if'n 2' of setback or in floodplain (FND) if in floodplain (FLD) New Site plan based on survey/plat yes (FND) yes (NCM Maximum Lot Coverage: % Existing Improvements: Building: Other: sq. ft. sq. ft. sq. ft. Proposed Improvements: New Structure: Addition: Other: sq. ft. sq. ft _ sq. ft. Total Existing sq. ft Total Proposed sq. ft Lot Coverage % Lot Coverage % Required Setbacks: FR S S R Provided Setbacks: FR S S R Commercial buildings may not be built in-line with existing nonconforming structures. For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying conditio Maximum Height: Proposed Height: Parking Spaces Required: Parking Stall Width: Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: ft. Maximum Size: ft. Proposed Size: Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: sq. ft. sq. ft. Parking Notes/Access Notes ❑ One interior landscaped parking island is required for every 30 parking spaces. ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. ❑ For all uses, one access point per property is permitted. Landscaping Required: Trees Required: Shrubs Required: Non -Living Max: Street Trees Required: Landscaping Provided: Trees Provided: Shrubs Provided: % ( s.f.) Non -Living Provided: Street Trees Provided: % ( S.f ) % ( s.f) Landscaping Notes ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. ❑ All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Wall Light Height: Photometric Plan Submitted: Maximum FS Light Height: Maximum Wall Light Height: Architecture: Refer to separate ASDM or Mixed Use checklists. ❑ Metal buildings not permitted for accessory structures. Number of Access points: Distance from property line: Curb cut width(s): Distance from each other: Rev. 09/2017 Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just footprint) by 60% or more (use formula below) (proposed floor area — existing floor area ) / existing floor area — % increase If any box is checked, does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Curb and gutter required? Sidewalk required? $ 4e_A00,4A-�— aK �`"•Q Amenity zone? Other? Fee in lieu required? ctosl-t� I (kV'slt-4 f�- �/JQ �.icUZ 2 c�✓t`� (Confirm PW has added in ADG valuation and fees as fee code SCDF) Are ar3,y other conditions required? Permit is not business license P L z ❑ Separate permits are required for fencing 1-31A Separate permits required for site signage Parking in conformance with Section 26-501 1-} ZS Landscaping in conformance with Section 26-502 1 }- t•S Lighting in conformance with Section 26-503 GS G HT Driving and parking surfaces must be hard surfaced paved Owner/contractor responsible for locating property lines ✓ Foundation certification form (FND) As -built survey (NCM) ❑ Floodplain certification (FLD) N 0 City of COMMERCIAL/MULTI-FAMILY �% heat �ie BUILDING PERMIT APPLICA TION RE VIEW PUBLIC WORKS Date: -7 IIR2119� Location: -37-16 yet( &Jr-r1ELn �. ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a &F 1& 2 - located at the above referenced address. Please note the comments checked below. 1. _V 2. -L 3. 4. Site Survey: OK Not OK; refer to stipulations. Drainage: a. Final Drainage Report and Plan required Yes b. Drainage Letter and Plan required Yes C. Site drainage/grading have been reviewed and are: OK CDPS Permit & SWMP Approved: V, Yes No Public Improvements to be completed: a. street paving/patching: Yes b. curb & gutter/drivecut: _ Yes C. sidewalk: Yes d. standard street lights: Yes e. pedestrian lights: Yes f storm sewer: Yes g. Letter of Credit (LOC) required: Yes h. Funds in lieu of construction: Yes V., If an LOC or funds in lieu of are required, for what improvements? No No No No No No No No No No Not OK; see stipulations N/A Amount of the LOC or funds: 5. SIA/PIA required: Yes v1 No 6. ✓ Traffic impact analysis required & approved: v1 Yes No 7. vl Street Access Permit required: Yes No If yes, was it approved by the Director of Public Works? Yes No 8. l Does all existing roadway/alley R.O.W. meet the standards of the City: 7 Yes No If not, what is required: If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9._ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. INl . V Gt,,.j 1V G Signature 44.wid F-. n_ - D T Date 10.4-1 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11.� Stipulations: 99 - AVrA-,J4P---0 Aeff9 VdL 12. NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 City of eIdge What PUBLIC WORKS CONDITIONS OF APPROVAL Address: 3298 Youngfield St. Permit Number: 201802029 Public Works approval of this building permit is subject to the following conditions and notes: Grading and Drainage Certification Letter: Upon project completion and prior to the issuance of Certificate of Occupancy (C.O.), a Drainage Certification Letter (DCL) shall be required from the Engineer -of -Record stating the drainage will function in accordance with all approved civil documents for the project. The DCL is to be accompanied by As -Built plans that shall include adequate spot elevations to ensure the site has been properly graded, the storm sewer has been constructed in substantial agreement with the Approved Civil Documents, and to support statements made in the Letter. 2. SWMP: All sites where the area of disturbance is equal to or greater than one acre in size are required to submit a Stormwater Management Plan for review and approval prior to issuance of any Grading/Fill or Building Permits. 3. LIGHTING: Construction of site lighting requires applicant obtain a ROW construction permit for pole bases. Contact Public Works at 303-235-2861. In addition, an Electrical Permit is required for the balance of lighting installation. Contact the Building Department at 303-235-2855. 4. A pre -construction meeting with the City of Wheat Ridge shall be scheduled 48 hours in advance of the commencement of any construction. Contact Russ Higgins, Field Supervisor at 303-235-2869. 5. A ROW Construction Permit shall be required prior to commencement of any construction within the public ROW. Contact Public Works at 303-235-2861. MVN 7/18/18 I:\Building Permit Review\2018\3298 Youngfield St Hacienda\CONDITIONS OF APPROVAL.docx City of Wheat d P PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei.w heatridge.co. us Rev 2/08 City of h6at 1 e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: ! Location of Construction: X298 Purpose of Construction: NEW - 5202)!!� 9A5�7-41'194ALr— Single Family Commercial V/ Multi -Family Development Review Processing Fee: ................................................ $100.00 $ �� (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals) :.......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: ........ ......................................... $200.00 $ • O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (% initial review fee): .................................................... $300.00 $ 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) T'ON'AL, REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. �n-H tii .C1.M hCdi1"id�'E:.L'i1.11c Rev 12/12 I a17 -0202'i City oI -, Whcat K19C°°` CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 07/11/18 Project Address: 3298 Younafield St., Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Aria Group Architects, Inc. Project Type/Description: New, freestanding, 2 -story restaurant building. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY it.. I, r �^ am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other `7 /10-11 ? 20 l TO 20 7-9 City of • : q `1Vheat"cage -7 CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 07/11/18 Project Address: 3298 Youngiield St., Wheat Ridge Co 80033 Name of Firm/Individual submitting documents: Aria Group Architects, Inc. Project Type/Description: New, freestanding, 2 -story restaurant buil& . Signature of Firm Representative or Individual: CE T4— DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, BILL WT t_LzS , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project Indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District jr. Other n1oa� wgrr 1 Att 6 wwU ShrGTh Tia J Vz_,#Lv r Agency Notes: I°t-rya ked? Irt,TNg ATrAth!60 A1"XL-Ad2:1.L1Z A/UO coR.BAz& �h-n LePTWL _AZj:2Et-J )-e'RElZ f%TeV -Tt.,. F 2-%0 2 -it flu. D�P-X�Lr f:N 1� ryctL.sr�tyti _AwiU C'rAastRA*-L6 ZUZ 9,9 ADR&Ay-�! Mr AT AJ -r-L^AES 784' Afe6ic4ft4tr wrrJ,4 3wro Signature: Date: -7 t Iz 12a,, (Agency Representative) To o3;r'J ^'TB V'T` -T NL PLT T2SLT is L011.1.7,^L-MA-) U CA)& y,tiJpg /Z i� irL.,4T�p � �Et Es�nI2Y � flsLr E,.tjS ,y..� � S!.'121/Se.L t-� M � l t�E,uAS� Lx�E AL�esivnn�NTs, T w No+"d-�+ ws i f 1� ICe+Joad David Myers From: Ilias Saoukbaev <isaoukbaev@ariainc.com> Sent: Friday, July 13, 2018 2:09 PM To: David Myers; Jeff Durbon Cc: James Gallagher; Olimpia Maldonado Subject: FW: Permit application accepted - West Metro Fire Protection District David, See the confirmation below for the project submittal to the West Metro Fire Dept. Aria Group Ilias Saoukbaev, AIA, LEED AP I Project Manager t. 708.445.8400 x.4744 I ariainc.com 830 North Blvd. Oak Park, IL 60301 From: James Gallagher Sent: Friday, July 13, 2018 3:07 PM To: Olimpia Maldonado <omaldonado@ariainc.com>; Ilias Saoukbaev <isaoukbaev@ariainc.com> Subject: FW: Permit application accepted - West Metro Fire Protection District FYI, here is the Job number for the Fire Review. Thanks, Aria Group James Gallagher I Architectural Technician t. 708.445.8400 1 ariainc.com 830 North Blvd. Oak Park, IL 60301 From: NoReply@mobile-eygs.com <NoRe I mobile-eyes.com> Sent: Friday, July 13, 2018 3:03 PM To: James Gallagher <� alg Ilag> Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Building Shell at 3298 Youngfield Street Wheat Ridge, CO 80033 has been accepted. The Job Number is: 180713004 Description: Construction of a new freestanding two story restaurant. 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 review 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. ,Ids 7{C Its' of- COMM In DI . � i t H'M ,•`�—✓O PROVED Reviewe for Code Comeliaee• N C O KPO RATED GEOTECHNICAL INVESTIGATION HACIENDA COLORADO AT APPLEWOOD SHOPPING CENTER NORTHEAST OF WEST 32ND AVENUE AND YOUNGFIELD STREET WHEAT RIDGE, COLORADO Prepared For: � —9-1121-117 CROSSLANDS A k,4 . owe 5750 DTC Parkway "opprowelobn„ •Greenwood Village, Colorado 80111 ��'o anrovisionsofbu�aprgive oath ty to •nWarc c( cancel Me Pr4VkI u/ON PuA!ny Attention: David Myers catr ordnonc of the Ory shall not be VAd Project No. DN49,617-125-R1 July 13, 2018 1971 West 12th Avenue I Denver, Colorado 80204 1 Phone: 303-825-07771 Fax: 303-825-4252 1 www.ctit.com improvements. The risk is difficult to quantify. Foundation and floor support directly on the fill is not recommended. The old site features are overlain onto the planned development on Fig. 1. 2. Strata found in our borings drilled after demolition consisted of about 1 to 5 feet of fill underlain by natural silty to clayey sand with gravel and sandy clay. The sandy clay was encountered only in the upper 8 feet of TH-3. Bedrock was not found to 35 feet. It is possible that sparse fragments of asphalt and concrete debris were present in the fill, as well as large-sized gravel in the sand, as difficult drilling oc- curred in the upper 15 feet of the borings. The natural soils are non - expansive. 3. Groundwater was not encountered during our investigations and is not expected to affect construction. Water levels may fluctuate sea- sonally and rise in response to precipitation and landscape irrigation. 4. Undocumented fill presents risk of differential settlement. To provide more uniform support conditions for a footing foundation and floor slab, we recommend sub -excavation of the building footprint (plus at least 5 feet laterally) to a uniform depth of at least 3 feet below foot- ings or about 6 feet below existing grades. The existing fill is suitable for reuse as new, moisture conditioned and compacted fill. Design and construction criteria footings are presented in the report. 5. The same concerns discussed above are present when considering slab -on -grade floors. We judge slab -on -grade floors can be used with potential movements of about 1 inch or less after the recommended sub -excavation. 6. New pavements will require firm, uniform support conditions. At the least, we recommend proof -rolling the subgrade after scarification and re -compaction of the upper 12 inches. It may be necessary to sub -excavate and replace soft or yielding subgrade. We recommend minimum full -depth asphalt pavement sections of 5 inches for auto- mobile parking areas and 7 inches for access drives and truck lanes, or equivalent composite sections. At least 6 inches of portland ce- ment concrete is an alternative in access drives and truck lanes. Al- ternative pavement sections are presented in the report. 7. Surface drainage should be designed and maintained to provide for the rapid removal of runoff away from the proposed building and off flatwork and pavements to reduce potential subsurface wetting. Wa- ter should not be allowed to pond adjacent to building or in flatwork and pavement areas. CROSSLANDS 2 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-Rt SCOPE This report presents the results of our Geotechnical Investigation for the Hacienda Colorado planned within Applewood Shopping Center at the northeast corner of West 32nd Avenue and Youngfield Street in Wheat Ridge, Colorado (Fig. 1). The purpose of our investigation was to evaluate the subsurface conditions and provide geotechnical design criteria for the project. The scope was described in our Service Agreement (DN 18-0308R) dated June 11, 2018. Evaluation of the proper- ty for the possible presence of potentially hazardous materials (Environmental Site Assessment) was not included in our scope. This report is based on conditions found in our exploratory borings, results of field and laboratory tests, engineering analysis of field and laboratory data, previous investigation and our experience with similar conditions and projects. The report contains descriptions of the subsurface conditions found in our exploratory borings, discussion of site development and foundation, floor and pavement sup- port alternatives, and recommended design and construction criteria for founda- tions, floor systems, pavements, and surface drainage. The recommendations presented in the report are based on the construction as currently planned. Revi- sions to the planned construction could affect our recommendations. If the con- struction will differ from the descriptions herein, we should be contacted to review our recommendations and determine if revisions are needed. A brief summary of our conclusions and recommendations follows, with more detailed discussion and design criteria presented in the report. SUMMARY OF CONCLUSIONS The site was previously occupied by a bank building and concrete pavement, both having recently been removed. We were not provid- ed with fill placement or compaction records which demonstrate the fill was densely compacted. The presence of fill implies risk of settle- ment of ment for foundations, floors, pavements, flatwork and other surface*n.c,%V4ge Building Dilision CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL T PROJECT NO. DN49,617-125-R1 improvements. The risk is difficult to quantify. Foundation and floor support directly on the fill is not recommended. The old site features are overlain onto the planned development on Fig. 1. 2. Strata found in our borings drilled after demolition consisted of about 1 to 5 feet of fill underlain by natural silty to clayey sand with gravel and sandy clay. The sandy clay was encountered only in the upper 8 feet of TH-3. Bedrock was not found to 35 feet. It is possible that sparse fragments of asphalt and concrete debris were present in the fill, as well as large-sized gravel in the sand, as difficult drilling oc- curred in the upper 15 feet of the borings. The natural soils are non - expansive. 3. Groundwater was not encountered during our investigations and is not expected to affect construction. Water levels may fluctuate sea- sonally and rise in response to precipitation and landscape irrigation. 4. Undocumented fill presents risk of differential settlement. To provide more uniform support conditions for a footing foundation and floor slab, we recommend sub -excavation of the building footprint (plus at least 5 feet laterally) to a uniform depth of at least 3 feet below foot- ings or about 6 feet below existing grades. The existing fill is suitable for reuse as new, moisture conditioned and compacted fill. Design and construction criteria footings are presented in the report. 5. The same concerns discussed above are present when considering slab -on -grade floors. We judge slab -on -grade floors can be used with potential movements of about 1 inch or less after the recommended sub -excavation. 6. New pavements will require firm, uniform support conditions. At the least, we recommend proof -rolling the subgrade after scarification and re -compaction of the upper 12 inches. It may be necessary to sub -excavate and replace soft or yielding subgrade. We recommend minimum full -depth asphalt pavement sections of 5 inches for auto- mobile parking areas and 7 inches for access drives and truck lanes, or equivalent composite sections. At least 6 inches of portland ce- ment concrete is an alternative in access drives and truck lanes. Al- ternative pavement sections are presented in the report. 7. Surface drainage should be designed and maintained to provide for the rapid removal of runoff away from the proposed building and off flatwork and pavements to reduce potential subsurface wetting. Wa- ter should not be allowed to pond adjacent to building or in flatwork and pavement areas. CROSSLANDS 2 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 SITE CONDITIONS The new Hacienda Colorado is planned on the northeast corner of West 32nd Avenue and Youngfield Street, near the northwest corner of the Applewood Shopping Center in Wheat Ridge, Colorado (Fig. 1). The property is bordered by a parking lot on the south, Youngfield Street on the west, and one story commer- cial/retail buildings to the north and east. The area is generally surrounded by residential development with retail, commercial and mixed-use properties along the Youngfield Street corridor. The site contains about 0.8 -acre and is vacant. The ground surface slopes gently to the north east and is covered with dirt. Buried utilities generally appear to be below the perimeter of the site below right-of-ways adjacent to roadways. Clear Creek is about 3/ -mile north and an upstream tributary drainage is'/ -mile east. Maple Grove Reservoir and West Lake are approximately '/2 -mile south and north, respectively. Rocky Mountain Ditch is %-mile southwest. Several gravel pit ponds are within about 1'/2 miles northwest. The site was formerly occupied by a bank building in the northern portion of the lot (Photo 1 below). The bank and concrete pavement had been demolished by the time of our field investigation. Observation of the condition of the bank building and pavement from a geotechnical standpoint could not be conducted. The build- ings appear to have been removed recently. We were not provided with any demo- lition details. We suspect the buried utilities were removed. Fig. 2 shows the old layout of the building and pavements. City of Wheat Ridge Buitding pivision CROSSLANDS 3 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 Photo 1 — Google Earth© Aerial Site Photo, June 2017 PROPOSED CONSTRUCTION Plans indicate the new Hacienda Colorado will be constructed in the north- western part of the lot and will be serviced by paved parking lots and access drives (Fig. 1). Parking will be provided on the south and southeast sides and the drive- thru lane will circle around the east and north sides. The building will be one-story and have a footprint containing about 2,300 square feet and no below -grade areas. Relatively light foundation loads are anticipated. A trash enclosure will be east, adjacent to the alley. Landscaping will be installed around the building and perime- ter of the parking lot. Existing grades are likely near construction grades. PREVIOUS INVESTIGATION We performed a Preliminary Geotechnical Investigation for this site under our Project No. DN48,882-115 (report dated July 15, 2015). Our previous investi- CROSSLANDS 4 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 gation was conducted while the site was occupied by the bank building. We drilled and sampled two exploratory borings on the site to depths of 25 to 30 feet below grade. The subsoils consisted of nil and 4 feet of fill underlain by natural sand, gravel and clay. About 6 inches of concrete was penetrated at the ground surface in one boring. The risk of differential settlement due to the existing fill was dis- cussed. The boring locations from the previous investigation are shown on Fig. 1 and the summary logs are presented on Fig. B-1. The data were considered in preparation of this report. INVESTIGATION We drilled and sampled three exploratory borings July 10, 2018 (TH-1 through TH-3). The boring locations are shown on Fig. 1. The boring locations were determined using aerial photos and taping from property lines and corners. Prior to drilling, we contacted the Utility Notification Center of Colorado and local sewer and water districts to identify locations of buried utilities. The borings were drilled to depths of 25 to 35 feet below existing grades using 4 -inch diameter, continuous -flight solid -stem auger and a truck -mounted CME -45 drill rig. Samples of the fill and soil were obtained at 2 to 5 -foot intervals using a 2.5 - inch diameter (O.D.) modified California barrel sampler driven by blows from an automatic 140 -pound hammer falling 30 inches. Some samples were obtained using a 2.0 -inch O.D. standard split -spoon sampler. Select bulk samples were obtained from auger cuttings. Our field representative was present to observe drilling operations, log the strata encountered and obtain samples for laboratory tests. Upon completion of drilling, the boreholes were backfilled. Summary logs of the exploratory borings including results of field penetration resistance tests are shown on Fig. 2 and a portion of the laboratory data are presented in Appendix A. City of Wheat Ridge Building Division CROSSLANDS 5 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 Samples were returned to our laboratory where they were examined and testing was assigned. Laboratory tests included moisture content, dry density, particle -size analysis (gradation and percent silt and clay -sized particles passing No. 200 sieve), Atterberg limits, swell -consolidation, and water-soluble sulfate concentration. Laboratory test results are presented in Appendix A and summa- rized in Table A -I. SUBSURFACE CONDITIONS Strata found in our borings consisted of about 1 to 5 feet of fill underlain by natural silty to clayey sand with gravel and sandy clay. The sandy clay was en- countered only in the upper 8 feet of TH-3. Bedrock was not found to 35 feet. In our recent borings drilled after demolition, we found about 6 to 13 feet of fill over natural sand and gravel. It is possible that sparse fragments of asphalt and con- crete debris were present in the fill, as well as large-sized gravel in the sand, as difficult drilling occurred in the upper 15 feet of the borings. Some pertinent engi- neering characteristics of the soil and bedrock are described in the following paragraphs. The fill generally consisted of 1 to 5 feet of clayey sand with gravel. The fill was loose to medium dense based on results of field penetration resistance tests and drilling progress rates. One sample of the fill contained 19 percent silt and clay -sized particles. The fill is considered to be erratic and unsuitable for founda- tion support. We found natural silty to clayey sand with gravel below the fill in all borings. A 7 -foot layer of sandy clay was found above the sand in TH-3. The clay was found to have a low swell potential. Four sand samples contained 7 to 43 percent fines. The sand is non -expansive. CROSSLANDS 6 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 Groundwater Groundwater was not encountered during drilling. The holes were backfilled after drilling and delayed water level measurements were not obtained. We do not expect groundwater will affect construction. Water levels may fluctuate seasonally and rise in response to precipitation and landscape irrigation. Seismici The soil and bedrock are not expected to respond unusually to seismic ac- tivity. According to the 2012 International Building Code (Standard Penetration Resistance method) and based upon the results of our investigation, we judge the site classifies as Seismic Site Class D. The subsurface conditions indicate low susceptibility to liquefaction. Only minor damage to relatively new, properly de- signed and constructed buildings would be expected with a major seismic event. Wind loads typically govern dynamic structural design in this area. SITE DEVELOPMENT We were not provided with fill placement or compaction records which demonstrate the existing fill was densely compacted. The presence of undocu- mented fill implies risk of differential settlement of foundations, floors, pavements, flatwork and other surface improvements. The risk is difficult to quantify. Settlement can result in damaging differential movements. Sub -excavation is recommended to a depth of at least 3 feet below foundations or 6 feet below existing grades to provide more uniform support conditions and enhance performance of footing foundations and slab -on -grade floors, as discussed in this section. CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL T PROJECT NO. DN49,617-125-R1 City of Wheat Ridge Building Division 7 rlamnlifinn Demolition had previously been conducted at the time of our investigation. We anticipate that existing utilities, structures and debris below new improvements were removed. If any know buried features are still present, they should be re- moved and replaced with moisture conditioned, compacted fill. Depending on type, size, depth, and location it may be possible to grout or abandon utilities in place. Excavations which result from removal (if any) should be replaced with new mois- ture conditioned, uniformly compacted fill. Environmental considerations were not included in the scope of services for this report. We can provide these services or assist upon request. Excavation We believe the fill and soil encountered in our exploratory borings can generally be excavated with conventional, heavy-duty excavation equipment. We recommend the owner and the contractor become familiar with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. We believe the fill and soil will classify as Type C soils, which require maximum slope inclinations of 1.5:1 (horizontal:vertical) for tempo- rary excavations in dry conditions. Flatter slopes will be required where seepage is present. The contractor's "competent person" should review excavation conditions and refer to OSHA Standards when worker exposure is anticipated. Stockpiles and equipment should not be placed within horizontal distance equal to one-half the excavation depth, from the edge of the excavation. A Registered Professional Engineer should design excavations greater than 20 feet deep. CROSSLANDS 8 HACIENDA COLORADO APPLEWOOD CTL T PROJECT NO. DN49,617-125-R1 Kim Sub -Excavation In order to provide more uniform support conditions and enhance perfor- mance of a footing foundation and slab -on -grade floor, we recommend sub - excavating at least 3 feet below building foundations or about 6 feet below existing grades. Sub -excavation should extend at least 5 feet outside the lateral extent of foundations. A conceptual sub -excavation profile is shown on Fig. 3. Provided the fill is densely compacted, we estimate remaining potential settlement of about 1 inch or less. Differential movements should also be reduced. Sub -excavation fill should be moisture conditioned to within 2 percent of op- timum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Special attention should be paid to compac- tion in the corners and along the edges of the excavation, as large equipment cannot easily access these areas. Our representative should observe and test compaction of sub -excavation fill during placement. Fill and Backfill The on-site soils are suitable for reuse as new fill, provided they are sub- stantially free of debris, vegetation/organics and other deleterious materials. Soil particles larger than 3 inches in diameter should not be used for fill. Imported fill should ideally consist of soil having a maximum particle size of 3 inches, less than 50 percent passing the No. 200 sieve, a liquid limit less than 30 and a plasticity index less than 15. Potential fill materials should be submitted to our office for approval prior to importing to the site. Prior to fill placement, the excavation surface should be scarified to a depth of at least 8 inches, moisture conditioned, and compacted to the criteria below. City of Subsequent fill should be placed in thin (8 inches or less) loose lifts, moisture Wheat Ridge Building Division CROSSLANDS HACIENDA COLORADO APPLEW OOD 9 CTL I T PROJECT NO. DN49,617-125-R1 conditioned to within 2 percent of optimum moisture content, and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Water and sewer lines are often constructed beneath slabs and pavements. Compaction of utility trench backfill can have a significant effect on the life and serviceability of floor slabs, pavements and exterior flatwork. We recommend utility trench backfill be placed and compacted as outlined above. Our experience indi- cates use of self-propelled compactors results in more reliable performance com- pared to fill compacted by a sheepsfoot wheel attachment on a backhoe or track - hoe. The upper portion of the trenches should be widened to allow the use of a self-propelled compactor. The placement and compaction of utility trench backfill should be observed and tested by a representative of our firm during construction. Our experience indicates fill and backfill can settle, even if properly com- pacted to criteria provide above. Factors that influence the amount of settlement are depth of fill, material type, degree of compaction, amount of wetting and time. The degree of compression of fill under its own weight will likely range from low for granular soils ('/2 percent or less) to moderate for clay/sand mixtures (1 to 2 per- cent). Permanent slopes should be stable at inclinations of 3:1 (horizontal to verti- cal) or flatter. Use of flatter slopes (4:1) is preferable to control erosion. Shallower slopes can decrease erosion from run-off and sheet -flow. Seeding and re - vegetation can also be used to reduce erosion. FOUNDATIONS Our investigation revealed undocumented fill and non -expansive granular soil at depths likely to influence performance of shallow foundations. We recom- mend constructing footing foundations on new fill. The existing fill in the building footprint should be substantially removed and re -compacted. Unsuitable material CROSSLANDS 10 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 should be properly disposed. We judge footings can be used with potential move- ments of about 1 inch or less, provided they are constructed on new, moisture conditioned and compacted fill. Design and construction criteria for footing founda- tions are presented below. The footings should be constructed on new moisture conditioned, well -compacted fill after sub -excavation is completed. If soft/loose soils are exposed in footing excavations or are the result of the exca- vating and forming process, these soils should be removed and re - compacted as recommended in Fill and Backfill. 2. Footings should be designed for a maximum allowable soil pressure of 2,500 psf. Lateral earth pressures can be calculated based on equivalent fluid density using at least 40 pcf for the active case. For the at -rest case, where essentially no lateral movement is allowed, we suggest using at least 60 pcf. Footing translation can be resisted using an equivalent fluid density of 350 pcf for the passive case, providing backfill is similar to the site soils, is well compacted and remains in-place. The coefficient of friction for sliding may be taken as 0.40. These values have not been factored. The structural engi- neer should apply appropriate factors of safety in design. 3. Footings should have a minimum width of 16 inches. Foundations for isolated columns should have minimum dimensions of 18 inches by 18 inches. Larger sizes may be required depending upon the loads and structural system used. 4. Foundation walls should be well -reinforced. We recommend rein- forcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer considering lateral earth pressure on wall performance. 5. Exterior footings must be protected from frost action. Normally, 3 feet of frost cover is assumed in the area. 6. The completed foundation excavation should be observed by a rep- resentative of our firm to confirm subsurface conditions are as antici- pated from our borings. Our representative should observe sub - excavation and test moisture and compaction of the sub -excavation fill, and fill and backfill necessary during construction. 7. Excessive wetting of foundation soils during and after construction can cause heave or softening and settlement of foundation soils and CROSSLANDS 11 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 result in footing and slab movements. Proper surface drainage around the building is critical to control wetting. FLOOR SYSTEMS To our knowledge, there are no soil treatments combined with slab -on -grade floors that will result in the same reduction in risk of floor movement (relative to the risk inherent for a floor slab placed directly on the natural soils), as would be provided by a structural floor. If floor movement cannot be tolerated, then a struc- turally supported floor should be used. We estimate potential movements of about 1 inch or less for slab -on -grade floors built on new fill. Slabs -on -grade are suitable, provided a low risk of distress is acceptable to the owner. Most owners choose slab -on -grade floors for sites with non -expansive or low swelling soil. Where slabs -on -grade are used, we recommend the following design and construction criteria. These recommendations will not prevent movement. Rather, they tend to reduce damage if movement occurs. Slabs should be separated from exterior walls and interior bearing members with a slip joint that allows free vertical movement of the slabs. This detail can reduce cracking if movement occurs. 2. Slabs should be placed directly on properly moisture conditioned, well -compacted fill. The 2015 International Building Code (IBC) re- quires a vapor retarder be placed between the base course or sub - grade soils and the concrete slab -on -grade floor. The merits of instal- lation of a vapor retarder below floor slabs depend on the sensitivity of floor coverings and building use to moisture. A properly installed vapor retarder (10 mil minimum) is more beneficial below concrete slab -on -grade floors where floor coverings, painted floor surfaces or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of it, rather than placing a sand or gravel leveling course between the va- por retarder and the floor slab. The placement of concrete on the va- CROSSLANDS 12 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 por retarder may increase the risk of shrinkage cracking and curling. Use of concrete with reduced shrinkage characteristics including min- imized water content, maximized coarse aggregate content, and rea- sonably low slump will reduce the risk of shrinkage cracking and curl- ing. Considerations and recommendations for the installation of vapor retarders below concrete slabs are outlined in Section 3.2.3 of the 2006 report of American Concrete Institute (ACI) Committee 302, "Guide for Concrete Floor and Slab Construction (ACI 302.R1-04)". 3. Slab -bearing partition walls should be designed and constructed to allow at least 2 inches of slab movement. Masonry or other load bearing walls should be supported by the foundation system. 4. Plumbing and utilities that pass through the slabs should be isolated from the slabs and constructed with flexible couplings. Utilities, as well as electrical and mechanical equipment should be constructed with sufficient flexibility to allow for movement. 5. HVAC systems supported by the slabs (if any) should be provided with flexible connections capable of withstanding at least 2 inches of movement. 6. Exterior flatwork and sidewalks should be separated from the struc- tures. These slabs should be detailed to function as independent units. Movement of these slabs should not be transmitted to the foundations. 7. The American Concrete Institute (ACI) recommends frequent control joints be provided in slabs to reduce problems associated with shrinkage cracking and curling. To reduce curling, the concrete mix should have a high aggregate content and a low slump. If desired, a shrinkage compensating admixture could be added to the concrete to reduce the risk of shrinkage cracking. We can perform a mix design or assist the design team in selecting a pre-existing mix. Exterior Flatwork We recommend exterior flatwork and sidewalks be isolated from foundations to reduce the risk of transferring heave, settlement or freeze -thaw movement to the structures. One alternative would be to construct the inner edges of the flatwork on City of haunches or steel angles bolted to the foundation walls and detailing the connec- Wheat Ridge tions such that movement will cause less distress to the building, rather than tying Building Division CROSSLANDS 13 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 the slabs directly into the building foundations. Construction on haunches or steel angles and reinforcing the sidewalks and other exterior flatwork will reduce the potential for differential settlement and better allow them to span across wall backfill. Frequent control joints should be provided to reduce problems associated with shrinkage. Panels that are approximately square perform better than rectangu- lar areas. Partial or complete fill removal and replacement, or use of geogrid or geotextile products can be considered to improve exterior flatwork performance (refer to PAVEMENTS). PAVEMENTS Pavement subgrade soils were erratic and consisted of fill (slightly silty to clayey sand and sandy clay). Undocumented fill can lead to settlement of pave- ments, particularly where the fill is relatively deep. The presence of compressible soils implies risk that pavements may settle and be damaged. The risks associated with these soils cannot be eliminated, but may be reduced by careful design, construction and maintenance procedures. At a minimum, we recommend scarify- ing the pavement subgrade to a depth of at least 12 inches, moisture conditioning, compacting and proof -rolling with a loaded, tandem -axle dump truck to disclose soft/loose areas. These areas should be reworked and compacted. Subgrade areas that pass proof -roll should be stable enough to pave. The granular fill material is generally considered to have fair support charac- teristics. The presence of fill below some pavement areas implies potential settle- ment. Removing a portion of the fill and re -compacting is an option for pavement and exterior flatwork areas. Partial or complete removal of the fuel tank pit backfill can be considered. The deeper the treatment is extended, the better the likely pavement performance will be. Placing a layer of 1 to 2 feet of gravel base or imported granular material with one or more layers of geogrid or geofabric rein- forcement below the pavement may enhance performance. We recommend CROSSLANDS 14 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 Ll parking lots and access drives/truck lanes can be paved with one of the alterna- tives in the table below. SUMMARY OF RECOMMENDED MINIMUM PAVEMENT ALTERNATIVES The design of a pavement system is as much a function of paving materials as support characteristics of the subgrade. If the pavement system is constructed of inferior material, then the life and serviceability of the pavement will be substan- tially reduced. Materials and placement methods should conform to the require- ments of the City of Wheat Ridge. All materials planned for construction should be tested to confirm their compliance with project specifications. Control joints should separate concrete pavements into panels with patterns and spacings as recommended by ACI. No de-icing salts should be used on paving concrete for at least one year after placement. Routine maintenance, such as sealing and repair of cracks and overlays at 5 to 7 -year intervals, are necessary to achieve long-term performance of an asphalt system. We recommend application of a rejuvenating sealant such as fog seal after the first year. Deferring mainte- nance usually results in accelerated deterioration of pavements leading to higher future maintenance costs. A primary cause of early pavement deterioration is water infiltration into the pavement system. The addition of moisture usually results in heave or softening of the subgrade and eventual failure of the pavement. We recommend drainage be city of designed for rapid removal of surface runoff. Curb and gutter should be backfilled wheotRidge Building Division CROSSLANDS 15 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 Hot -Mix Asphalt Hot -Mix Asphalt (HMA) + Portland Cement Traffic Type (HMA) Aggregate Base Course (ABC) Concrete (PCC) Automobile 5" HMA 3" HMA + 6" ABC Not Recommended Parking Only Access Drives and 7" HMA 4" HMA + 9" ABC 6" PCC or 7" PCC Fire Lanes The design of a pavement system is as much a function of paving materials as support characteristics of the subgrade. If the pavement system is constructed of inferior material, then the life and serviceability of the pavement will be substan- tially reduced. Materials and placement methods should conform to the require- ments of the City of Wheat Ridge. All materials planned for construction should be tested to confirm their compliance with project specifications. Control joints should separate concrete pavements into panels with patterns and spacings as recommended by ACI. No de-icing salts should be used on paving concrete for at least one year after placement. Routine maintenance, such as sealing and repair of cracks and overlays at 5 to 7 -year intervals, are necessary to achieve long-term performance of an asphalt system. We recommend application of a rejuvenating sealant such as fog seal after the first year. Deferring mainte- nance usually results in accelerated deterioration of pavements leading to higher future maintenance costs. A primary cause of early pavement deterioration is water infiltration into the pavement system. The addition of moisture usually results in heave or softening of the subgrade and eventual failure of the pavement. We recommend drainage be city of designed for rapid removal of surface runoff. Curb and gutter should be backfilled wheotRidge Building Division CROSSLANDS 15 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 and the backfill compacted to reduce ponding adjacent to the pavements. Final grading of the subgrade should be carefully controlled so that design cross -slope is maintained and low spots in the subgrade which could trap water are eliminated. Seals should be provided between curb and pavement and at all joints to reduce moisture infiltration. Landscaped areas and detention ponds in pavements should be avoided. Recommended material properties and construction criteria for pavements are provided in Appendix C. These criteria were developed from analysis of the field and laboratory data and our experience. If the materials cannot meet these recommendations, then the pavement design should be re-evaluated based upon available materials. All material and construction requirements of the City of Wheat Ridge should be followed. All materials planned for construction should be submit- ted and the applicable laboratory tests performed to verify compliance with the specifications. CONCRETE Concrete in contact with soil can be subject to sulfate attack. We measured negligible water-soluble sulfate concentrations of 0.06 percent and less in two samples from this site during the preliminary investigation. For this level of sulfate concentration, ACI indicates any type of cement can be used for concrete in con- tact with the subsoils. Superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze -thaw deterioration, the water-to-cementitious material ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist. Concrete should have a total air content of 6 percent ± 1.5 percent. We advocate all below -grade walls in contact with the subsoils be damp -proofed. CROSSLANDS 16 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 mil SURFACE DRAINAGE Performance of foundations, pavements and flatwork is influenced by the moisture conditions existing within the foundation or subgrade soils. Overall sur- face drainage should be designed, constructed, and maintained to provide rapid removal of surface water runoff away from the proposed building and off of pave- ments and flatwork. Final grading of pavement subgrade should be carefully controlled so that the designed slopes are maintained and low spots in the sub - grade that could trap water are eliminated. We recommend the following precau- tions be observed during construction and maintained at all times after construction is completed. Wetting or drying of open foundation, utility and earthwork excava- tions should be avoided. 2. Positive drainage should be provided away from the building. We recommend a minimum slope of at least 5 percent in the first 5 to 10 feet away from the foundations in landscaped areas. Paved surfaces should be sloped to drain away from the building. A minimum slope of 2 percent is suggested. More slope is desirable. Concrete curbs and sidewalks may "dam" surface runoff adjacent to the building and dis- rupt proper flow. Use of "chase" drains or weep holes at low points in the curb should be considered to promote proper drainage. 3. Backfill around foundations should be moistened and compacted ac- cording to criteria presented in Fill and Backfill. Areas behind curb and gutter should be backfilled and well compacted to reduce pond- ing of surface water. Seals should be provided between the curb and pavement to reduce infiltration. 4. Landscaping should be carefully designed to minimize irrigation. Plants used close to foundation walls should be limited to those with low moisture requirements. Irrigation should be limited to the mini- mum amount sufficient to maintain vegetation. Application of more water will increase likelihood of slab and foundation movements and associated damage. Landscaped areas should be adequately sloped at to direct flow away from the buildings and improvements. Use of area drains can assist draining areas that cannot be provided with ade- quate slope. guildin� pivision CROSSLANDS HACIENDA COLORADO APPLEWOOD 17 CTL I T PROJECT NO. DN49,617-125-R1 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding foundations. These mem- branes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow evaporation. 6. Roof drains should be directed away from the buildings and dis- charge beyond backfill zones or into appropriate storm sewer or de- tention area. Downspout extensions and splash blocks should be provided at all discharge points. Roof drains can also be connected to buried, solid pipe outlets. Roof drains should not be directed below slab -on -grade floors. Roof drain outlets should be maintained. GEOTECHNICAL RISK The concept of risk is an important aspect with any geotechnical evaluation, primarily because the methods used to develop geotechnical recommendations do not comprise an exact science. We never have complete knowledge of subsurface conditions. Our analysis must be tempered with engineering judgment and experi- ence. Therefore, the recommendations presented in any geotechnical evaluation should not be considered risk-free. Our recommendations represent our judgment of those measures that are necessary to increase the chances that the structure and improvements will perform satisfactorily. It is critical that all recommendations in this report are followed during construction. Owners or property managers must assume responsibility for maintaining the structure and use appropriate practices regarding drainage and landscaping. Improvements after construction should be completed in accordance with recommendations provided in this report and may require additional soil investigation and consultation. LIMITATIONS This report has been prepared for the exclusive use of Crosslands and their design team for the purpose of providing geotechnical design and construction criteria for the planned Hacienda Colorado at Applewood Shopping Center project. CROSSLANDS 18 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 The information, conclusions, and recommendations presented herein are based upon consideration of many factors including, but not limited to, the type of struc- ture proposed, the geologic setting, and the subsurface conditions encountered. The conclusions and recommendations contained in the report are not valid for use by others. Standards of practice evolve in the area of geotechnical engineering. The recommendations provided are appropriate for about three years. If the devel- opment is not constructed within about three years, we should be contacted to determine if we should update this report. Our borings were spaced to obtain a reasonably accurate picture of subsur- face conditions at this site. The borings are representative of conditions encoun- tered only at the location drilled. Subsurface variations not indicated by our borings are possible. We believe this investigation was conducted in a manner consistent with that level of care and skill ordinarily used by geotechnical engineers practicing in this area at this time. No warranty, express or implied, is made. We do not have knowledge of the environmental considerations associated with this site, and assume no hazards are present. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of the subsurface condi- tions on the design of the building or any other aspect of the proposed construc- tion, please call. CTL I THOMPSON, IN 1 i Alan J. Lisowy, P.E. Denver Engineering DE AJ L/n n Via e-mail: david.myers(a)_crosslands.us CROSSLANDS 19 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 O C Z G� T FT1 F- 0 U) II 19 W. 32ND AVENUE VICINITY MAP NOT TO SCALE CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL\T Project No. DN49,617-125-R1 Locations of Building Division Exploratory Borings Fig. 1 W 38TH A`�NUE LEGEND: TH-1 APPROXIMATE LOCATION OF • EXPLORATORY BORING W. 351H AVENUE j 0 TH-1 APPROXIMATE LOCATION OF z`c = 0 0 30 so O EXPLORATORY BORING DRILLED 6 DURING PREVIOUS INVESTIGATION o o SCALE: i• = so' (PROJECT NO. DN47,882-115; g REPORT DATED JULY 15, 2015) O C Z G� T FT1 F- 0 U) II 19 W. 32ND AVENUE VICINITY MAP NOT TO SCALE CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL\T Project No. DN49,617-125-R1 Locations of Building Division Exploratory Borings Fig. 1 15 U. TH-1 TH-2 0 = 20WC--14.8F_ 24/12 5/12 5Do- 13 WG --12.1 w DD=107 -200=19 11/12 16/12 10 WC --8.8 25 DD=99 126/12 -200=18 18/12 15 U. 17/12 18/12 = 20WC--14.8F_ DD=106 IL -200=32 w 0 15/12 16/12 25 18/12 30 19/12 TH-3 0 16/12 Sw=0.1 5 23/12 10 47/12 WC --5.4 D 1115 D 15 -200=7 w w 14/12 U_ 20 = 17/12 WC --17.2 DD=107 25 -200--43 24/12 30 35 Ic-ii 35 140 40 SUMMARY LOGS OF EXPLORATORY BORINGS CROSSLANDS HACIENDA COLORADO APPLEWOOD CTLIT PROJECT NO. DN49,617-125-R1 LEGEND: FILL, CLAYEY SAND WITH GRAVEL, MEDIUM DENSE, MOIST, BROWN, GRAY, RED, BLACK, TAN. CLAY, SANDY, SILTY, CALCAREOUS, VERY STIFF, MOIST, BROWN (CL). SAND, CLAYEY, MEDIUM DENSE, SLIGHTLY MOIST TO MOIST, BROWN, OLIVE, RUST, BLACK (SC). SAND, SILTY, GRAVELLY, VERY DENSE, SLIGHTLY MOIST, BROWN (SM). DRIVE SAMPLE. THE SYMBOL 24/12 INDICATES 24 BLOWS OF AN AUTOMATIC 140 -POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 -INCH O.D. SAMPLER 12 INCHES. NOTES: 1. THE BORINGS WERE DRILLED ON JULY 10, 2018 USING 4 -INCH DIAMETER, CONTINUOUS -FLIGHT SOLID -STEM AUGER AND A TRUCK -MOUNTED CME -45 DRILL RIG. 2. GROUNDWATER WAS NOT ENCOUNTERED DURING THIS INVESTIGATION. 3. WC - INDICATES MOISTURE CONTENT (%). DD - INDICATES DRY DENSITY (PCF). SW - INDICATES SWELL WHEN WETTED UNDER APPROXIMATE OVERBURDEN PRESSURE (%). -200 - INDICATES PASSING NO. 200 SIEVE (%). SS - INDICATES WATER-SOLUBLE SULFATE CONTENT (%). 4. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS CONTAINED IN THIS REPORT. city of Wheat Ridge Building Division FIG. 2 CROSSLANDS HAOENea ca oanDo APPLEWOoD CTL\T Project No. DN49,617-125-R1 RIFICATION MOVAL AND 'NATIVES TO ORMANCE. city of Conceptual Wheat klidge Sub-Excavation=tujtu°ng Division Profile Fig. 3 APPENDIX A LABORATORY TEST RESULTS CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 City of Wheat Budge Building Division 7 s s a 3 2 1 0 Si■ -3 Z -4 _O N Z Q a -s X LU a 0 -s W W -7 CL 2 O U -8 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH-3 AT 4 FEET CROSSLANDS HACIENDA COLORADO APPLEWOOD CTLIT PROJECT NO. DN49,617-125-R1 NDER C NST JE TO WIETTIN 10 100 DRY UNIT WEIGHT= PCF MOISTURE CONTENT= % Swell Consolidation Test Results FIG. A-1 W J m Q LU a LU O U U) J- U) Z g J q¢ J Q QU(nUmfnU Cl) 000} J J Z Q Z Q Z Q Q J Z Q Z Q wt)c6c/5U(nc) Z N ; 0 APPENDIX B SUMMARY LOGS OF EXPLORATORY BORINGS CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-Rt 5,485 L-5,480 CROSSLANDS HACIENDA COLORADO APPLEWOOD CTLIT PROJECT NO. DN49,617-125-R1 5,485 City of Wheat Ridge Summary Logs, tofw 5,480 Exploratory Borings FIG. B-1 TH-1 TH-2 EI. 5518.1 EI. 5520.7 LEGEND: 5,525 5,525 4•t CONCRETE. FILL, CLAY, SANDY, MOIST, BROWN, GRAY. 5,520 5,520 DQ CLAY, VERY SANDY, MEDIUM STIFF TO 40 VERY STIFF, MOIST, BROWN (CL). F1 40 01 6/12 1:1071 GRAVEL, SILTY, DENSE, MOIST, BROWN 5,515 10 4 5,515 (GM). wc�s3 : Q GRAVEL, CLEAN TO SILTY, MEDIUM TO DD=105 -200=12 VERY DENSE, MOIST, BROWN, RED, GRAY 00, (GP). 4 a- wC-1o.4 LL=zsPl=12 INTERLAYERED CLAY/SAND, VERY STIFF 5,510 oD -zoo=z2 5 SS=0.06 5,510 OR MEDIUM DENSE, MOIST, BROWN CL OR SC). �• 50/6 DRIVE SAMPLE. THE SYMBOL 14/12 INDICATES 14 BLOWS OF A 140 -POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 43/12 2.5 -INCH O.D. SAMPLER 12 INCHES. 5,505 5,505 1 WATER LEVEL MEASURED AFTER DRILLING ON w LU Q� 40/12 w JUNE 12, 2015. w We --4.2 `� NOTES: z-200=6 p o' ss=<0.01 Z p o {i 00 14/12Uj Q 1. THE BORINGS WERE DRILLED ON MAY 19, w > 2015 USING 4 -INCH DIAMETER, w 5,500 5,500 W CONTINUOUS -FLIGHT AUGER AND A TRUCK -MOUNTED DRILL RIG. 20/12 2. THE BORING ELEVATIONS ARE APPROXIMATE AND WERE SURVEYED BY A REPRESENTATIVE 10 OF OUR FIRM REFERENCING THE TEMPORARY 0 10 10/12 WC -15.3 BENCHMARK SHOWN ON FIG. 1. 5,4951 DD=102 -200=32 5,495 3. WC - INDICATES MOISTURE CONTENT (%). 1 DD - INDICATES DRY DENSITY (pcf). 23112 LL - INDICATES LIQUID LIMIT. PI - INDICATES PLASTICITY INDEX. -200 - INDICATES PASSING NO. 200 SIEVE (%). 14/12 SS - INDICATES WATER-SOLUBLE SULFATE CONCENTRATION (%). 5,490 5,490 4. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. 5,485 L-5,480 CROSSLANDS HACIENDA COLORADO APPLEWOOD CTLIT PROJECT NO. DN49,617-125-R1 5,485 City of Wheat Ridge Summary Logs, tofw 5,480 Exploratory Borings FIG. B-1 APPENDIX C FLEXIBLE AND RIGID PAVEMENT MATERIALS, CONSTRUCTION AND MAINTENANCE GUIDELINES CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL T PROJECT NO. DN49,617-125-R1 MATERIAL GUIDELINES FOR FLEXIBLE AND RIGID PAVEMENTS Aggregate Base Course (ABC) A Class 5 or 6 Colorado Department of Transportation (CDOT) specified aggregate base course should be used. A recycled concrete alternative which meets the Class 5 or 6 designation is also acceptable. 2. Aggregate base course should have a minimum Hveem stabilometer value of 84. Aggregate base course or recycled concrete material must be mois- ture stable. The change in R -value from 300 psi to 100 psi exudation pres- sure should be 12 points or less. 3. Aggregate base course or recycled concrete should be laid in thin lifts not to exceed 6 inches, moisture treated to within 2 percent of optimum moisture content, and compacted to at least 95 percent of maximum modified Proctor dry density (ASTM D 1557, AASHTO T 180). The material should be placed without segregation. 4. Placement and compaction of aggregate base course or recycled concrete should be observed and tested by a representative of our firm. Placement should not commence until the underlying subgrade is properly prepared and tested. Hot -Mix Asphalt (HMA) HMA should be composed of a mixture of aggregate, filler, hydrated lime and asphalt cement. Mixes shall be designed with 1 percent lime. Some mixes may require polymer modified asphalt cement, or make use of up to 20 percent reclaimed asphalt pavement (RAP). A project mix design is rec- ommended and periodic checks on the project site should be made to verify compliance with specifications. 2. HMA should be relatively impermeable to moisture and should be designed with crushed aggregates that have a minimum of 80 percent of the aggre- gate retained on the No. 4 sieve with two mechanically fractured faces. 3. Gradations that approach the maximum density line (within 5 percent be- tween the No. 4 and 50 sieves) should be avoided. A gradation with a nom- inal maximum size of 1 or 2 inches developed on the fine side of the maxi- mum density line should be used. 4. Total void content, voids in the mineral aggregate (VMA) and voids filled should be considered in the selection of the optimum asphalt cement con- tent. The optimum asphalt content should be selected at a total air void con- tent of about 4 percent. The mixture should have a minimum VMA of 14 percent and between 65 percent and 80 percent of voids filled. city of 5. Asphalt cement should meet the requirements of the Superpave Perfor- mance Graded (PG) Binders. The minimum performing asphalt cement WWI' Ridge guild+ng Division CROSSLANDS C-1 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 should be PG 64-22 for use along the Front Range. The use of PG 58-28 or PG 58-22 asphalt cement has been known to cause tenderness in pave- ments in the Front Range area and should be avoided. 6. Hydrated lime should be added at the rate of 1 percent by dry weight of the aggregate and should be included in the amount passing the No. 200 sieve. Hydrated lime for aggregate pretreatment should conform to the require- ments of ASTM C 207, Type N. 7. Paving should only be performed when subgrade temperatures are above 40`F and air temperature is at least 40`F and rising. 8. HMA should not be placed at a temperature lower than 245`F for mixes con- taining PG 64-22 asphalt, and 290'F for mixes containing polymer modified asphalt. The breakdown compaction should be completed before the mix- ture temperature drops 20`F. 9. The maximum compacted lift should be 3 inches and joints should be stag- gered. No joints should be placed within wheel paths. 10. HMA should be compacted to between 92 and 96 percent of Maximum Theoretical Density. The surface shall be sealed with a finish roller before the mix cools to 185'F. 11. Placement and compaction of HMA should be observed and tested by a representative of our firm. Placement should not commence until the sub - grade is properly prepared, tested and proof -rolled. Portland Cement Concrete (PCC) Portland cement concrete should meet CDOT Class P concrete and have a minimum compressive strength of 4,200 psi at 28 days and a minimum modulus of rupture (flexural strength) of 650 psi. A iob mix design is rec- ommended and periodic checks on the job site should be made to verify compliance with specifications. 2. Portland cement should be Type II "low alkali" and should conform to ASTM C 150. Portland cement should conform to ASTM C 150. 3. Portland cement concrete should not be placed when the subgrade or air temperature is below 40°F. 4. Free water should not be finished into the concrete surface. Atomizing noz- zle pressure sprayers for applying finishing compounds are recommended whenever the concrete surface becomes difficult to finish. 5. Curing of the portland cement concrete should be accomplished by the use of a curing compound. The curing compound should be applied in accord- ance with manufacturer recommendations. CROSSLANDS C-2 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 6. Curing procedures should be implemented, as necessary, to protect the pavement against moisture loss, rapid temperature change, freezing, and mechanical injury. 7. Construction joints, including longitudinal joints and transverse joints, should be formed during construction or sawed after the concrete has be- gun to set, but prior to uncontrolled cracking. 8. All joints should be properly sealed using a rod back-up and approved epoxy sealant. 9. Traffic should not be allowed on the pavement until it has properly cured and achieved at least 80 percent of the design strength, with saw joints al- ready cut. 10. Placement of portland cement concrete should be observed and tested by a representative of our firm. Placement should not commence until the sub - grade is properly prepared and tested. 0114 °f Wheat 0ge CROSSLANDS HACIENDA COLORADO APPLEWOOD C-3 CTL I T PROJECT NO. DN49,617-125-R1 FLEXIBLE PAVEMENT CONSTRUCTION GUIDELINES Experience has shown that construction methods can significantly affect the life and serviceability of a pavement system. A site-specific mix design is recommended and periodic checks during the project should be made to verify compliance with specifications. We recommend the proposed pavement be constructed in the following manner: The subgrade should be stripped of organic matter, scarified, moisture con- ditioned and compacted. Subgrade soils should be moisture conditioned to within 2 percent of optimum moisture content, and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 698, AASH - TO T 99). 2. Utility trenches and all subsequently placed fill should be moisture condi- tioned, compacted, and tested prior to paving. As a minimum, fill should be compacted to 95 percent of maximum standard Proctor dry density. 3. After final subgrade elevation has been reached and the subgrade com- pacted, the resulting subgrade should be checked for uniformity and all soft or yielding materials should be replaced prior to paving. Concrete should not be placed on soft, spongy, frozen, or otherwise unsuitable subgrade. 4. If areas of soft or wet subgrade are encountered, the material should be sub -excavated and replaced with properly compacted structural backfill. Where extensively soft, yielding subgrade is encountered, we recommend the excavation be inspected by a representative of our office. 5. Aggregate base course should be laid in thin, loose lifts no more than 6 inches, moisture treated to within 2 percent of optimum moisture content, and compacted to at least 95 percent of modified Proctor maximum dry density (ASTM D 1557, AASHTO T 180). 6. Asphaltic concrete should be hot plant -mixed material compacted to be- tween 92 and 96 percent of maximum Theoretical density. The temperature at laydown time should be at least 245°F. The surface shall be sealed with a finish roller prior to the mix cooling to 185°F. 7. The maximum compacted lift should be 3 inches and joints should be stag- gered. No joints should be within wheel paths. 8. Paving should only be performed when subgrade temperatures are above 40°F and air temperature is at least 40°F and rising. 9. Subgrade preparation and placement and compaction of all pavement ma- terial should be observed and tested. Compaction criteria should be met prior to the placement of the next paving lift. The additional requirements of the City of Wheat Ridge should apply. CROSSLANDS C-4 HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 MAINTENANCE GUIDELINES FOR RIGID PAVEMENTS High traffic volumes create pavement rutting and smooth, polished surfaces. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal and improving skid resistance through a new wearing course. Annual Preventive Maintenance Visual pavement evaluations should be performed each spring or fall. Reports documenting the progress of distress should be kept current to provide information of effective times to apply preventive maintenance. Crack sealing should be performed annually as new cracks appear. 4 to 8 Year Preventive Maintenance The owner should budget for a preventive treatment at approximate inter- vals of 4 to 8 years to reduce joint deterioration. Typical preventive maintenance for rigid pavements includes patching, crack sealing and joint cleaning and sealing. Where joint sealants are missing or distressed, resealing is mandatory. 15 to 20 Year Corrective Maintenance Corrective maintenance for rigid pavements includes patching and slab re- placement to correct subgrade failures, edge damage and material failure. Asphalt concrete overlays may be required at 15 to 20 year intervals to im- prove the structural capacity of the pavement. CROSSLANDS HACIENDA COLORADO APPLEWOOD CTL I T PROJECT NO. DN49,617-125-R1 D City of Wheat Ridge Building Division C-7 2.pIgo2oZq 6 COMcheck Software Version 4.3.5.1 �( Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Hacienda Colorado - Wheat Ridge, CO Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 20% Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1 -Dining: family: Nonresidential 7508 Envelope Assemblies Assembly Gross Area or Perimeter Cavity Cont. R -Value R -Value Proposed U -Factor Budget U - Factor(a) Roof: Insulation Entirely Above Deck, [Bldg. Use 1 - Dining: family] 7508 -- 30.0 0.032 0.039 Floor: Heated Slab -On -Grade, Horizontal with vertical 3 ft., [Bldg. Use 1 350 -- 15.0 1.180 0.790 - Dining: family] (c) NORTH Ext. Wall: Steel -Framed, 16in. o.c., [Bldg. Use 1 - Dining: family] 2743 13.0 7.5 0.064 0.064 Door: Uninsulated Double -Layer Metal, Swinging, [Bldg. Use 1 - Dining: 23 --- --- 0.370 0.370 family] Door: Uninsulated Double -Layer Metal, Swinging, [Bldg. Use 1 - Dining: 23 --- --- 0.370 0.370 family] Door: , Perf. Specs.: Product ID Product cut -sheet, SHGC 0.40, [Bldg. 23 --- --- 0.450 0.770 Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 245 --- --- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 88 --- --- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 88 --- --- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) EAST Ext. Wall: Steel -Framed, 16in. o.c., [Bldg. Use 1 - Dining: family] 1324 13.0 7.5 0.064 0.064 Door: Uninsulated Double -Layer Metal, Swinging, [Bldg. Use 1 - Dining: 23 --- --- 0.370 0.370 family] SOUTH of Ext. Wall: Steel -Framed, 16in. o.c., [Bldg. Use 1 - Dining: 2746 13.0 7.5 0S 0.064 Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: euitding�)age ? 1 of 9 Assembly Gross Area Cavity Cont. or R -Value R -Value Perimeter Proposed Budget U - U -Factor Factorm family] Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 161 --- --- 0.290 0.380 ID Product Cut -Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 36 --- --- 0.290 0.380 ID Product Cut -Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 421 --- --- 0.290 0.380 ID Product Cut -Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 38 --- -- 0.290 0.380 ID Product Cut -Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Door: , Perf. Specs.: Product ID Product Cut -Sheet, SHGC 0.39, [Bldg. 64 --- --- 0.290 0.770 Use 1 - Dining: family] (b) WEST Ext. Wall: Steel -Framed, 16in. o.c., [Bldg. Use 1 - Dining: family] 2245 13.0 7.5 0.064 0.064 Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 88 --- -- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 28 --- --- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame Curtain Wall/Storefront, Operable, Perf. Specs.: 370 --- --- 0.290 0.450 Product ID Product Cut -sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 88 --- --- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: Product 88 --- -- 0.290 0.380 ID Product Cut Sheet, SHGC 0.39, [Bldg. Use 1 - Dining: family] (b) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date City of Wheat Ridge Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: BuRdift Div,%ii&n 9 COMcheck Software Version 4.3.5.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C402.3.1 The vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above -grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.3.1 The skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable lobby, atrium, concourse, corridor, ❑Not Applicable storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. Skylights in office, storage, ❑Complies 2 automotive service, manufacturing, ❑Does Not [PR15]1 non -refrigerated warehouse, retail ❑Not Observable store, and distribution/sorting area ❑Not Applicable have a measured haze value > 90 percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: City of _ .. ..- --31 Low Impact (Tir 3) - Wheat Ridge 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) i Project Title: Hacienda Colorado - Wheat Ridge, CO Report iQ§A1rYA*n Data filename: Page 3 of 9 Section # Footing / Foundation Inspection Complies? Comments/Assumptions & Re .ID C402.2.6 Slab edge insulation R -value. ❑Complies See the Envelope Assemblies table for values. [F03]2 ❑Does Not ❑Not Observable ❑Not Applicable C303.2 Slab edge insulation installed per ❑Complies [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Slab edge insulation depth/length. ❑Complies See the Envelope Assemblies table for values. [F05]2 Slab insulation extending away from ❑Does Not building is covered by pavement or ❑Not Observable >= 10 inches of soil. ❑Not Applicable C403.2.8. Exterior insulation protected against ❑Complies 1 damage, sunlight, moisture, wind, ❑Does Not [F06]1 landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable Additional Comments/Assumptions: C:XW of 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 Low Impact (Tier 3) 1 ®o1R�d9 Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: q§18 Data filename: saw" 0�M 4 of 9 Section # Framing / Rough -In Inspection Complies? Comments/Assumptions & Req.ID C402.4.1, The building envelope contains a ❑Complies C402.4.2 continuous air barrier that is sealed in ❑Does Not [FR16]1 an approved manner and either ❑Not Observable constructed or tested in an approved ❑Not Applicable manner. Air barrier penetrations are sealed in an approved manner. C402.4.3, Factory -built fenestration and doors ❑Complies C402.4.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U -Factor. ❑Complies See the Envelope Assemblies table for values. C402.3.4 ❑Does Not [FR8]1 ❑Not Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.2.7 U -factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: city of �Ridge 11 High Impact (Tier 1) 12 Jheat j Medium Impact (Tier 2) 13 I Low Impact (Tier 3) 1 Project Title: Hacienda Colorado - Wheat Ridge, CO ReporgdA6PQ)R) 5/18 Data filename: Page 5 of 9 # Mechanical Rough -In Inspection I Complies? Comments/Assumptions & Reg.ID C402.4.5. Stair and elevator shaft vents have ❑Complies 1 motorized dampers that automatically ❑Does Not [ME3]3 close. ❑Not Observable ❑Not Applicable C402.4.5. Outdoor air and exhaust systems have ❑Complies 2 motorized dampers that automatically ❑Does Not [ME58]3 shut when not in use and meet maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: City Of wheot Rid.® By;Iq��9 Divi . 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 I Low Impact (Tier 3) S'on Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: Page 6 of 9 Section # Insulation Inspection Complies? Comments/Assumptions & Recl.113 C402.4.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. C402.4.2. Roof R -value. For some ceiling ❑Complies See the Envelope Assemblies table for values. 1 systems, verification may need to ❑Does Not [IN2]1 occur during Framing Inspection. ❑Not Observable ❑Not Applicable C303.2 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose -fill insulation is installed ❑Not Observable only where the roof slope is <=3 in ❑Not Applicable 12, C303.2 Above -grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R -value. ❑Complies See the Envelope Assemblies table for values. [IN8]2 ❑Does Not ❑Not Observable ❑Not Applicable C303.1 Building envelope insulation is labeled ❑Complies [IN10]2 with R -value or insulation certificate ❑Does Not providing R -value and other relevant ❑ Not Observable data. ❑Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. C402.2.1 Insulation intended to meet the roof ❑Complies [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement ❑Not Applicable compliant if insulation is installed accordingly. Additional Comments/Assumptions: City of Wheat Vdg® I 11 High Impact (Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact (Tier 3) I Building Division Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: Page 7 of 9 Section # & Req.113 Final Inspection Complies? Comments/Assumptions -- C402.4.6 Weatherseals installed on all loading ❑Complies [F137]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.4.8 Recessed luminaires in thermal ❑Complies [F126]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 1 2 I Medium Impact (Tier 2) 13 I Low Impact (Tier 3) CNIV of *reatg`d9O Bv`�d�n9 .V%i o% Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: Page 8 of 9 Project Title: Hacienda Colorado - Wheat Ridge, CO Report date: 06/15/18 Data filename: Page 9 of 9 HE HART GAUGLER + ASSOCIATES Hacienda Colorado Wheat Ridge, CO Structural Calculations City or (" Wheatdge C,OMMUmr Y MMOPMENT APPROVED Reviewed for Code Compliance s-mve Am.", R j 15)1 Y Plans ExamineCM Date VaNdIN of avmit; The issuonct of a prrmit a appowl of pons specificotinns and computations shun not be o ptrmn Jo ,, or on oPMO'Ot Of Ony Mianw to aty of the prmstans of the building code or of any City aRfi sOmes. permds presumnrq to gM authority to ratite or cancel the pronsions of the ledideq lades or other ardttonces of the City she not be solid. • 'U 41079 R.I2.tg HGA Job No. 218066 12801 N. Central Expressway • Suite 1400 • Dallas, TX 75243 • Voice 972-239-5111 • Fax 972-239-5055 HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering O Title ;��lii• G✓hefl % �,(oi�2� �, ��-j- Sheet no. ! of Job no. --1407 Date By ITGA 1A-TeA*G A S;s Awr-e f -OA 2 5n(Z y Ar -P I S7,aX y AA (IoT -7%e X - &WE 6) 4�0) Cz'). e1 sM C- 104D d� s�-5lQ sn�-y alar . 1)-'06 4 ( 7?) fA. D,heci��h. CS � o• 08`� (j, = �q•� k Pea P %cus �"�! e* 14 ��?n•s. /t s7-oe� w Vr ( - s - 15. '� �•Z K Vis. F 01101 \Vhea� Title HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering LI A o j� I jwv S1��y 13la�� . V: -- 1'Y/ -j T 7W 4// N o 1o, Uw_E _ 2 y.7 K VAI -S = 17.ZK 7 20.E K Sheet no. 2— of Job no. Date By — C Fie ci< S��sm:c Ve�.f. ��.� D,s�, 6��,1r► �.�e�, �ro,�. f �•s ��' fix= CSX✓ g2.4 (ad) _ 2X72 AO,F. �z.�i3o}� 1(�(3( k r = 3ol F G✓,,n. = ! (O t . 3 K C vx C 10.365) City u1 Fl n � �O'l �• � O''eeat �f HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering Sheet no. 3 of A o Job no. Title Date BY Title HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering Li A O V/►^ %✓,moo ; �' � � � � ^ � � �c . 7,2 �leo� SE15m.,C /o• 5 I`1 -5: Y;-Ik f;ovF la, 5-I IZ . S• L S'` ems. 5_j/ SM: c•- /� f 4 - 5- Z 5- L vh/ � • Sx • Sheet no. Job no. Date By �. %�-�.,� `%C✓ems. /vee' To c#,eck 4 a r -- 5- 1 F -" Fx4w, f- (T t;vt k - r of HGAHart, Gaugler & associates, Inc. Civil & Structural Engineering LI A o Title Oki (1 my SO --A d f dd/t- 6-e C(t Sheet no. Job no. Date By L m A/ ,.•p 5�� fi (. IVe.,,j eaLc 47, .,0 &°' eb 1�Vf. city of 10-1 'M �Ii�gP ±ildinn HART GAUGLER + ASSOCIATES Hacienda Colorado Wheat Ridge, CO Structural Calculations .' 41070 `- 1.2°•19' HGA Job No. 218066 city of Wheat Ririe Tiding 12801 N. Central Expressway • Suite 1400 • Dallas, TX 75243 • Voice 972-239-5111 . Fax 972-239-5055 4Z !s•0(< I, awF. HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering LI A /O/ / / Title �7�CI PidoiEi lat14.,00 �✓YIQiT �'�g / , Cp Sheet no. of Job no. 2 �00 i7 Date By f�C9fj. -L BG 2912 • �f�ScE 7'�0.) ��si� �i�Pf� AlvFT (/k'� 14�boz trvx's- + 6. 0.� '^—je�-. V rLew "c =1.2 V6 t.zk 21'23I� VW Title HGA A o Hart, Gaugler & Associates, Inc. Civil & Structural Engineering al). -O Uessqaes ;4- /if wF2s. Sheet no. Job no. _ Date By 2 of 3ov oo � z /6-5- S9 /�-.z V 7�7 -# z V = 30.E I& vl�* M _ --� 57- Z Z Z z 599�� z z Y7 Yl Z �7 5 74, gs C ity - 157. 7&is 30` Z A5- Title HGAHart, Gaugler & Associates, Inc. Civil & Structural Engineering A o V zv2 4# 141 = G7S,« !� 15".2Z Z > 1g6Y7 5.2 Z 2 Sheet no. Job no. Date By of 273(e fi l6, � Z2•�`s� = �S-i9 � Z w Z /3 ( /57 = 3z2S# ioF- Z Z z VrI ROO A. - (a So 53 Use -' L /4, L Z 6 41 q �►�y. z�/(7,) 32,� X/ 'p 6rva,"s A -F '41/. ) City of Vql-jeat R'id3u' .g;,ilding Di,gson HGA e o Title Hart, Gaugler & Associates, Inc. Civil & Structural Engineering Sheet no. 7 • of Job no. Date BY Title HART GAUGLER + ASSOCIATES Sheet no. of Job no. Date By Title .�J (3 HART GAUGLER + ASSOCIATES TRK - 7, 2 ,-(- . -- fl, ' Z LL �c=3odPJf u = Si6PL F p (,Of1� L �, = Ito PLS 7s' �3 30' Sheet no. of Job no. Date By Title HART GAUGLER + ASSOCIATES Sheet no. of Job no. Date I BY Title IBJ U,�,&Pfz� HART GAUGLER + ASSOCIATES Sheet no. of Job no. Date I BY Project Title: ASCE 7-10 Design Values Reference Table 1.5-1 Figure 26.5-1A, B or Section 26.7.3 Section 26.2 Table 26.11-1 Table 26.6-1 Figure 26.8-1 Design Wind Pressures MWFRS: Wind Perpendicular to Ridge (Values do not include Internal Pressure) Component and Cladding: Hacienda Colorado - Wheat Ridge, CO Project #: 218097 ASCE 7-10 Wind Design Pressures By: JK Chapter 28 (MWFRS) Part 1 & Chapter 30 (C&C) Part 2 Date: 6/14/18 Wind Design Summary Sheet Page: 1 of 5 Building Plan Dimensions Value Windward Wall (1) Risk Category Iff 254s Basic Wind Speed, V 120 mph Exposure Category Windward Roof (2E)- B Effective Area Enclosure Classification Leeward Wall (4E) - Enclosed Wall 10.0 ft"2 Internal Pressure Coef., GC, = 3.9 psf 0.18 Roof 550.0 ftA2 Wind Directionality Factor, Ke = -43.4 psf 0.85 BuildingsOverhang -28.1 psf 150.0 ft"2 Topographic Factor, K. = Positive 1,00 Parapet 50.0 ft2 Building Plan Dimensions Building Width Windward Wall (1) Building Length Mean Roof Height 254s Typical Parapet Height Roof Slope (degrees) Surface Pressure Windward Wall (1) 8.S psf Windward Roof (2) -15.1psf Leeward Roof (3) -a.1 psf Leeward Wall (4) -6.4 psf Windward Wall (1E) 13.4 psf Windward Roof (2E)- -23.5 psf Leeward Roof (3E) -11.5 psf Leeward Wall (4E) -9.4 psf Side Wags (5 & 6) Q.0 psf Internal Pressure +or- 3.9 psf (5-Z MWFRS: Parapets Surface Pressure Windward 32.9 psf Leeward -21.9 psf Wall Zones i Direction 10 Effective Area (ft7___ 1 100 500 Zone 4 Positive 23.7 psf 20-2 psf 17.8 psf Zone 4 Negative -25.7 psf -22.2 psf -19.7 psf Zone 5 Positive 23.7 psf 20.2 psf 17.8 psf Zone 5 Negative -31.6 psf -24.6 psf -19.7 psf Roof Zones I Direction 10 Effective Area (ft ) 100 500 550 Zone 1 Positive 10.5 psf 8.3 paf 8.3 psf 8.3 psf Zone t Negative -25.9 psf -23.7 psf -23.7 psf -23.7 psf Zone 2 Positive 10.5 psf 3.3 psf 8.3 psf 3.3 psf Zone 2 Negative -43.4 psf -28.1 psf -28.1 psf -28.1 psf Zone 3 Positive 10.5 psf 8.3 psf 8.3 pelf 8.3 psf Zone 3 Negative -65.4 psf -28-1 psf -28.1 psf - -28.1 psf Effective Area of Roof must equal Paraoet Parapet Zones / Direction Effective Area (ff ) 10 50 1 100 500 Typical Field Parapet Pressure Windward Case A 59.2 psf 46.1 psf 40.4 psif 37.9 psf Leeward Case B 41.5 ,psf 39.0 psf 34.5 psf 29.6 psf Typical Comer Parapet Pressure Windward Case A 59.2 psf 46.1 psf 40.4 psf 37.9 psf Leeward Case B 47.4 psf 39.0 psf 36.9 psf 29.6 psf Printed on 6/28/2018 at 5:09 PM Edge Distance MWFRS (2a) 16.40 ft C&C(a) 8.20ft Hacienda Colorado - Wheat Ridge, CO Project Title: ASCE 7-10 Wind Design Pressures Chapter 28 (MWFRS) Part 1 & Chapter 30 (C&C) Part 2 Wind Design Calculations Coefficients and Calculations 28.3.1/30.3.2 Mean Roof Height Table 28.3-1 / Table 30.3-1 Vel. Pressure Exp. Coefficient, K = 0.70 Typical Parapet Table 28.3-1 Vel. Pressure Exp. Coefficient, K = 0.70 Mean Roof Height Typical Parapet Velocity Pressure, q Velocity Pressure, q Eq. 28 3-v Eq. 30.3-1 q = 0.00256K,KnK VZ q = 0.00256K,KrtK Vz q = 21.9 q = 21.9 MWFRS Design Pressure NlnCwartl Avner ]YerJon ra�mn a� anis Printed on 6/28/2018 at 5:09 PM Project #: 218097 By: JK Date: 6114118 Page: 2 of 5 Cily Of "vIleat Rlcke MWFRS Roof Slope < 5 deg (Figure 28.4-1) Surface Transverse Pressure I ,...Q.40 8.9.psf 2 -0.69 -15.1 pet 3 -0.37 -8.1 psf 4 -0.29 -6.4 psf 1E 0:&Y ' - 13:4 _.. FE -t.:07- -23.5.psf 3E -0.53 -1 t6 psf 4E -0.43 -9.4 psf ra�mn a� anis Printed on 6/28/2018 at 5:09 PM Project #: 218097 By: JK Date: 6114118 Page: 2 of 5 Cily Of "vIleat Rlcke Hacienda Colorado - Wheat Ridge, CO Project Title: ASCE 7-10 Wind Design Pressures Chapter 28 (MWFRS) Part 1 & Chapter 30 (C&C) Part 2 Wind Design Calculations MWFRS Parapet Design Pressures Section 28.4.2 Windward Parapet P = q`GC,,, where GC,n = 1 50 P = 32.9 psf Leeward Parapet: P = q -GC„ where GC„ = -100 P = -21.9 psf Component & Cladding Design Pressure Printed on 6/28/2018 at 5'09 PM Project #: 218097 By: JK Date: 6/14/18 Page: 3 of 5 Component & Cladding Wall Coefficient Component & Cladding Roof Coefficient Component & Cladding Roof Coefficient 957' Main Roof Wall Pressure by 10% Note 5 - Figure 30.4-1 Coefficient from Figure 30.4-2A (Pg. # 336) Wall Zones / Direction Coefficient from Figure 30.4-1 (Pg. # 335) 500 Wall Zones / Direction Effective Area (ft') 10 100 500 Zone 4 Positive 1.08 0.92 0.81 Zone Negative -1.,17 -1.01 -0.90 Zone 5 Positive 1.08 0.92 0.81 Zone 5 Negative -1.44 -1.12 -0.90 Printed on 6/28/2018 at 5'09 PM Project #: 218097 By: JK Date: 6/14/18 Page: 3 of 5 Component & Cladding Wall Pressures Component & Cladding Roof Coefficient Component & Cladding Roof Coefficient 957' Main Roof Wall Pressure by 10% Note 5 - Figure 30.4-1 Coefficient from Figure 30.4-2A (Pg. # 336) Wall Zones / Direction Effective Area ( ) 10 100 500 Zone 4 Positive 23.7 psf 20.2 psf 17.8 psf Zone 4 Negarfive -25.7 psf -22.2 sf -19.7 sf Zone 5 Positive 23.7 psf 20.2 psf 17.3 psf Zone 5 Negative -31.6 psf -24.6 psf 1 -19.7 psf Printed on 6/28/2018 at 5'09 PM Project #: 218097 By: JK Date: 6/14/18 Page: 3 of 5 Component & Cladding Roof Overhang Coefficient Component & Cladding Roof Coefficient Component & Cladding Roof Coefficient 957' Main Roof Coefficient from Figure 30.4-2A (Pg. # 336) Roof Zones / Direction Component & Cladding Roof Coefficient 057' Main Roof Zone 1 Negative -1.88 -1.78 -1.28 -1.28 Zone 2 Negative -1.88 -1.78 -1.28 -1.28 Coefficient from Figure 30 4-2A (Pg. # 336) -2.98 -0.98 -0.98 -0.98 Roof Zones / DirectionEffective Area (ft ) 10 100 500 550 Zone 1 Positive 0.48 0.38 0.38 0.38 Zone 1 Negative -1.18 -1.08 -1.08 -1,08 Zone 2 Positive 0.48 0.38 0.38 0.38 Zone 2 Negative -1.98 -1.28 -1.28 -1.28 Zone 3 Positive 0.48 0.38 0.38 0.38 Zone 3 - Negative -2.98 -1.28 -128 -1.28 Printed on 6/28/2018 at 5'09 PM Project #: 218097 By: JK Date: 6/14/18 Page: 3 of 5 Component & Cladding Roof Overhang Coefficient Component & Cladding Roof Coefficient 957' Main Roof Coefficient from Figure 30.4-2A (Pg. # 336) Roof Zones / Direction Effective Area (ftv) 10 100 150 500 Zone 1 Negative -1.88 -1.78 -1.28 -1.28 Zone 2 Negative -1.88 -1.78 -1.28 -1.28 Zone 3 Negative -2.98 -0.98 -0.98 -0.98 Printed on 6/28/2018 at 5'09 PM Project #: 218097 By: JK Date: 6/14/18 Page: 3 of 5 Hacienda Colorado - Wheat Ridge, CO Project Title: ASCE 7-10 Wind Design Pressures Chapter 28 (MWFRS) Part 1 & Chapter 30 (C&C) Part 2 Wind Design Calculations i - - - - - -- - - - - - i �I lC -I - - - - - - - - - - - - L i I S 4 - Edge Distance for Application for MWFRS Component & Cladding Roof Overhang Pressure Component & Cladding Roof Coefficient 857° Main Roof Component & Cladding Roof Pressure Wall Zones / Direction Effective Area (ft) 10 100 150 500 'Zone 1 Component & Cladding Roof Coefficient 857° Main Roof -2&1 pisf Zone 2 Negative Wall Zones / Direction Effective Area (ft) 10 100 500 550 zone -1 Positive1D.5'psf ' :8.3 , 8.5 sf . 9.3 ipsf.. zone 1 Negative - -25,91 pGf' . , -2C# F -23,Z , _ -23.7'. Zone 2 Positive 10.5 psf 8.3 psf 8.3 psf 8.3 psf Zone 2 Negative -43.4 psf -28.1 psf -28.1 psf -28.1 psf .Zoma Positive 10-.5'pst 41.00 ft (Long Direction) Zone 3 Negative -65.4 psf ,. -28:t psf 38.1 psf -281-psf �� Edge Distance for Application for MWFRS Component & Cladding Roof Overhang Pressure Component & Cladding Roof Coefficient 857° Main Roof Note #6 Figure 30.4-1 ,2A,2B,2C Lesser of: 0.10 *Least Building Dim. = Wall Zones / Direction Effective Area (ft) 10 100 150 500 'Zone 1 41.Y t-; 330 psf -28.1 psi: -2&1 pisf Zone 2 Negative -41.2 psf -39.0 psf -28.1 psf -28.1 psf Zone 3 ' Negative _. -65.4 psf:.. -2t.5 psf ` ' -21,5 psf -21.3 psf - ... Edge Distance for Application for MWFRS Note #6 Figure 30.4-1 ,2A,2B,2C Lesser of: 0.10 *Least Building Dim. = 8.20 ft Wall Edge Distance 8.80 It Note #9 Figure 28.4-1 Lesser of: 0.10' Least Building Dim. = 8.20 ft 3.00 ft 0.40 ` Building Height = 8.80 ft Not less than 0.04 • Least Building Dim. = 3.28 ft Minimum = 3.00 ft Edge Distance, 2a = 16.40 ft Note #8 Figure 28.4-1 Roof Edge Distance Lesser of: 0.5' Least Building Dim. = 41.00 ft (Short Direction) 0.5' Greatest Building Dim. = 53.50 ft (Long Direction) 2.5 ' Building Height = 55.00 ft Therefore, length for Zone 2 Load = 41.00 ft (Short Direction) 41.00 ft (Long Direction) Edge Distance for Application for Component & Cladding Wall/Roof Edge Distance Note #6 Figure 30.4-1 ,2A,2B,2C Lesser of: 0.10 *Least Building Dim. = 8.20 ft 0.40' Building Height= 8.80 It Not less than 0.04' Least Building Dim. = 3.28 It Minimum = 3.00 ft Edge Distance, a = 8.20 ft Printed on 6/28/2018 at 5:09 PM Project #: 218097 By: JK Date: 6/14r18 Page: 4 of 5 City 01 ,4vheat Rid t=, uildin3 Div, Hacienda Colorado - Wheat Ridge, CO Project #: 218097 Project Title: ASCE 7-10 Wind Design Pressures By: JK Chapter 28 (MWFRS) Part 1 & Chapter 30 (C&C) Part 2 Date: 6/14/18 Wind Design Calculations Page: 5 of 5 Component & Cladding Parapet Design Pressures WY .d,v lr—pe Leeward p—pc, Figure 30.9-1 Land (aL„ad case o Top of parapet P^ P- h. P, p. Typical Field Parapet Pressure Wall Zones / Direction Effective Area (ft) 10 50 100 500 W odward Gasa.A '. %.209 41-t p-4 - 40:4 psf. , 37.9 paf Leeward Case B 41.5 psf 39.0 psf 34.5 psf 29.66 psf Typical Comer Parapet Pressure Wall Zones / Direction Effective Area (ft2) 10 50 100 500 Vlfindward Case A59.2 psf 468psf 4114 37-9psf Leeward Case B 47.4 psf 45.0 psf 36.9 psf 29.6 psf Printed on 6/28/2018 at 5:09 PM V J 74 J 714 J -+ ,- J ;u D D 1 V J J A W W O A W W O1 Ol N O (n N h N o 0. A N -+ m m (D °.mp.M 3 V D O V O L C d Cn(n co C/) -i;uCn T C) 57 X� mGn) d 3 Q A R31.0. d J O O dO ' d O = x O CD O CD -0 N 3 pa0 N 3 7 cOjD(D m D aOm 3 d O(D do r;==37 OIn(n OO d p O O -t O O O j '< f p O Cdi O n 0 N (n NCD = O r a C F O O ay p ti l O a O mA V d n Q C7 r 1 ? n d o a d d N C m o (D 3 n 3 N n O O d O O V W O N N N O W N W < O O O N W 60 -+ O r Z Z y N N O O O O p V J V V '0-0 -n --I -I � 1 T C CD O' C IDCD (D (D (D � A t0 G O O N W N 01 N _t _ N J N O (n J d d C J J N co d d m O CD O. C1 CD S n S S o a S n v CD w co 3 O 'O fD N N C CD CD N CD 1D n m V O City of Lidding Diviso 6/14/2018 ATC Hazards by Location A This is a beta release of the new RTC Hazards by Location website. Please contact us with feedback. WC Hazards by Location Search Information Address: Wheat Ridge, CO, USA Coordinates: 39.766098,-105.0772063 Timestamp: 2018-06-14T1 9:40:06.717Z Hazard Type: Seismic Reference Document: ASCE7-10 Risk Category: III Site Class: D Report Title: Hacienda Colorado - Wheat Ridge CO Map Results ek .Noun . Name t�ation`atain I'Park -, Brush' r Ss 0.188 MCER ground motion (period=0.2s) CEBuilding S1 0.06 MCER ground motion (period=l.0s) Boulder ' SMs 0.301 Site -modified spectral acceleration value SMI Arapaho and gs Site -modified spectral acceleration value https://hazards.atcouncil.org/#/seismic?address=Wheat%20Ridge%2C%2000%2C%20USA&lat=39.766098&Ing=-105.0772063 �Ruosevrh Nataonal `' �• Forests neer Lakewoodo,o Avon vaal,, ' Aurora roe Keyatane sae � Centennial 0 ,Za a ©er �,, ; Breckenridge 0 - 2s5 union .�. Amba FiaglerSeibert St Go gie IV g o 11 spew _ ,---, Map Report map error, MCER Horizontal Response Spectrum Sa(g) 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0.0 1.0 2.0 3.0 4.0 5.0 Period (s) Design Horizontal Response Spectrum Sa(g) 0.20 Ir, 0.15 0.10 0.05 0.00 1 0.0 1.0 2.0 3.0 4.0 5.0 Period (s) Basic Parameters Name Value Description of Ss 0.188 MCER ground motion (period=0.2s) CEBuilding S1 0.06 MCER ground motion (period=l.0s) SMs 0.301 Site -modified spectral acceleration value SMI 0.143 Site -modified spectral acceleration value https://hazards.atcouncil.org/#/seismic?address=Wheat%20Ridge%2C%2000%2C%20USA&lat=39.766098&Ing=-105.0772063 1/2 6/14/2018 ATC Hazards by Location SDS 0.201 Numeric seismic design value at 0.2s SA SDt 0.095 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s F„ 2.4 Site amplification factor at 1.0s PGA 0.096 MCEG peak ground acceleration FPGA 1.6 Site amplification factor at PGA PGAM 0.154 Site modified peak ground acceleration TL 4 Long -period transition period (s) SsRT 0.188 Probabilistic risk -targeted ground motion (0.2s) SsUH 0.208 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1 RT 0.06 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.066 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. 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Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. �3) (5 �' t X /7 40 12oo tA) 7 C, Pr q (� hftps://hazards.atcouncil.org/#/seismic?addr heat%20 edge o2C o2000%2C%20USA&Iat=39.766098&Ing=-105.0772063 city of wheat It Bu-ldinr DwIson 2/2 (;"-,4 �Ccx-- 4.00 A A V8 4.00W�4.00 W: 5.00 4� r r r - r VV. v O A A o � W: 5.00 A 0 W: 4.6bW: 4.00 0 o r r7 cn 0 r- % : 4.00 . 4.000 W: 4.00 O A.00 r o r W 4.00 A A 0 0 W: 4.00 F7 O A C) _ 0 0 W: 7.00 W. 8.00 PO W: 6.00 r7 0 O rn O O W: 8 00 W: 4.00 VV 4.00 !' r _ � i_ tip, A L:10.00 _ L: 8.00 � 0 oW:5.00 A — OD cr . �o O 00 O O O O W: 7.00 W: 4.00 W: 4.00 z 6.00 r r W: 4.00 0N: 6.00 0N: 6.00 oX A W-, 4.00r r Ni i" W: 4.01 r A W: 4.@D r O A 0 W: 6.00 r rn ❑ O 0 iii W,46 6.00 C) W: 4.09: AIWA*Q F7 r O O O O O O W: 6.00 F7 m Di o '� m WI f'. o ❑ (X A V� V \Nheut Ridge DiNai d a rt a td cn w ft m m •• n rt coa CD I� Q0 -� a ct C� cn (DD O a o 0 0 H Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Steel Beam Description : At roof beam and partition L=47.5 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Project Title: Engineer: Project ID: Project Descr: W10-1) ' D(O.09) r(0-135) Fy : Steel Yield E: Modulus: Printed: 10 JUL 2018, 4.57PM F:1201812180971HGA\Calcs\Eii rcalclHacienda.ec6 50.0 ksi 29,000.0 ksi j W27x84 ] Span = 47.50 ft T Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht NOT internally calculated and added Uniform Load : D = 0.090, Lr = 0.1350 k/ft, Tributary Width =1.0 ft, (roof) Uniform Load : D = 0.10 k/ft, Tributary Width =1.0 ft, (partition) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.151:1 Maximum Shear Stress Ratio = 0.031 : 1 Section used for this span W27x84 Section used for this span W27x84 Ma: Applied 91.660 k -ft Va : Applied 7.719 k Mn / Omega: Allowable 608.782 k -ft Vn/Omega : Allowable 245.640 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 23.750 ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.188 in Ratio= 3,032>=360 Max Upward Transient Deflection 0.188 in Ratio = 3,032 >=360 Max Downward Total Deflection 0.452 in Ratio= 1260 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4.51 368.46 245.64 +D+L+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4.51 368.46 245.64 +D+Lr+H Dsgn. L = 47.50 ft 1 0.151 0.031 91.66 91.66 1,016.67 608.78 1.00 1.00 7.72 368.46 245.64 +D+S+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4.51 368.46 245.64 +D+0.750Lr+0.750L+H Dsgn. L = 47.50 ft 1 0.135 0.028 82.14 82.14 1,016.67 608.78 1.00 1.00 6.92 368.46 245.64 +D+0.750L+0.750S+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4 1 368.46 245.64 +D+0.60W+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 .51 368.46 245.64 +D+0.70E+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4. 1 368.46 245.64 +0+0.750Lr+0.750L+0.450W+H Dsgn. L = 47.50 ft 1 0.135 0.028 82.14 82.14 1,016.67 608.78 1.00 1.00 6.92 68.46 245.64 +D+0.750 L+0.750S+0.450W+H Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4.51 368.46 245.64 +0+0.750L+0.750S+0.5250E+H Title Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. Mmax - Ma Max Mnx Mnx/Omega Cb Title Block Line 6 _ Printed: 10 JUL 2018, 4:57PM Steel Beam File = F:12018521809-AHGA\CalcslEnercalclH�ienda.ec6 Description : At roof beam and partition L=47.5' Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 47.50 ft 1 0.088 0.018 53.59 53.59 1,016.67 608.78 1.00 1.00 4.51 368.46 245.64 +0.60D+0.60W+0.60H Dsgn. L = 47.50 ft 1 0.053 0.011 32.15 32.15 1,016.67 608.78 1.00 1.00 2.71 368.46 245.64 +0.60D+0.70E+0.60H Dsgn. L = 47.50 ft 1 0.053 0.011 32.15 32.15 1,016.67 608.78 1.00 1.00 2.71 368.46 245.64 Overall Maximum Deflections Load Combination Span Max. "-" DeFl Location in Span Load Combination Max "+' Defl Location in Span +D+Lr+H 1 0.4525 23.886 omm Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 7.719 7.719 Overall MINimum 2.708 2.708 +D+H 4.513 4.513 +D+L+H 4.513 4.513 +D+Lr+H 7.719 7.719 +D+S+H 4.513 4.513 +D+0.750Lr+0.750L+H 6.917 6.917 +D+0.750L+0.750S+H 4.513 4.513 +D+0.60W+H 4.513 4.513 +D+0.70E+H 4.513 4.513 +D+0.750Lr+0.750L+0.450W+H 6.917 6.917 +D+0.750L+0.750S+0.450W+H 4.513 4.513 +D+0.750L+0.750S+0.5250E+H 4.513 4.513 +0.600+0.60W+0.60H 2.708 2.708 +0.60D+0.70E+0.60H 2.708 2.708 D Only 4.513 4.513 Lr Only 3.206 3.206 L Only S Only W Only E Only H Only City A 'V%1heat Rid�t ilding Diviso Title Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 11 JUL 2018, 5:11 PM Steel Beam File =F:1201812180971HGAXCalcslEnercalc\Haciendaec6 7 Lic. # : KW -06003976 Licensee: HART GAUGLER & ASSOCIATES Description : At roof level partition beam interior L=43.5' CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing: Completely Unbraced Bending Axis : Major Axis Bending _ D(0-12) W24x62 Span = 43.50 ft Applied Loads Beam self weiqht calculated and added to loadinq Uniform Load : D = 0.120 k/ft, Tributary Width =1.0 ft, (partition) Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. DES/GN SUMMARY • Maximum Bending Stress Ratio = 0.815:1 Maximum Shear Stress Ratio = 0.019:1 Section used for this span W24x62 Section used for this span W24x62 Ma: Applied 43.038 k -ft Va : Applied 3.957 k Mn / Omega: Allowable 52.832 k -ft Vn/Omega : Allowable 203.820 k Load Combination +D+H Load Combination +D+H Location of maximum on span 21.750ft Location of maximum on span 43.500 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio = 0 <360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.328 in Ratio= 1593 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summaryof Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+L+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+Lr+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+S+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.750Lr+0.750L+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.750L+0.750S+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.60W+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.70E+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.750 L r+0.750 L+0.4 50 W+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +D+0.750L+0.750S+0.450W+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73200,3.82 +D+0.750L+0.750S+0.5250 E+H Dsgn. L = 43.50 ft 1 0.815 0.019 43.04 43.04 88.23 52.83 1.14 1.00 3.96 305.73 203.82 +0.60D+0.60W+0.60H Dsgn. L = 43.50 It 1 0.489 0.012 25.82 25.82 88.23 52.83 1.14 1.00 2.37 305.73 203.82 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 - ---------- --- Steel Beam Project Title: Engineer: Project ID: Project Descr: Printed: 11 JUL 2018, 5:11 PM File--- F:1201812180971HOA1 cslEnercale\Hacienda�6 Description : At roof level partition beam interior L=43.5' Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0.60D+0.70E+0.60H - - - ---- Dsgn. L = 43.50 ft 1 0.489 0.012 25.82 25.82 88.23 52.83 1.14 1.00 2.37 305.73 203.82 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.3276 21.874 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 3.957 3.957 Overall MINimum 2.374 2.374 +D+H 3.957 3.957 +D+L+H 3.957 3.957 +D+Lr+H 3.957 3.957 +D+S+H 3.957 3.957 +D+0.750Lr+0.750L+H 3.957 3.957 +D+0.750L+0.750S+H 3.957 3.957 +D+0.60W+H 3.957 3.957 +D+0.70E+H 3.957 3.957 +D+0.750Lr+0.750L+0.450W+H 3.957 3.957 +D+0.750L+0.750S+-0.450W+H 3.957 3.957 +D+0.750L+0.750S+0.5250E+H 3.957 3.957 +0.60D+0.60W+0.60H 2.374 2.374 +0.60D+0.70E+0.60H 2.374 2.374 D Only 3.957 3.957 Lr Only L Only S Only W Only E Only H Only 0.0000 0.000 Values in KIPS Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Description : Column for wind at G 12. H=30' CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending 'u' am Project Title: Engineer: Project ID: Project Descr: Printed: 11 JUL 2018, 6:02PM Fle = F:1201812180971HGAIGaIcslEnercalclHacienda.ec6 Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi ^b" , # •_-" r ..--.< .-^5°&9 -n '+'�C3+'z+5'S' :kiw°� `1C 773 t. - - Y•'" HSS 10x10x5/16 rTTT Span = 30 0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht NOT internally calculated and added Load(s) for Span Number 1 Point Load : W=4.10 k @ 15.0 ft, (wind) DESIGN SUMMARY I - • Maximum Bending Stress Ratio = 0.203: 1 Maximum Shear Stress Ratio = 0.013 : 1 Section used for this span HSS10x10x5/16 Section used for this span HSS10x10x5/16 Ma: Applied 18.450 k -ft Va : Applied 1.230 k Mn / Omega: Allowable 90.978 k -ft Vn/Omega : Allowable 95.424 k Load Combination +D+0.60W+H Load Combination +D+0.60W+H Location of maximum on span 15.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.802 in Ratio= 448 >=360 Max Upward Transient Deflection 0.802 in Ratio= 448 >=360 Max Downward Total Deflection 0.481 in Ratio = 748 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+L+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+Lr+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+S+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+0,750Lr+0.750L+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+0.750L+0.750S+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+0.60W+H Dsgn. L = 30.00 ft 1 0.203 0.013 18.45 18.45 151.93 90.98 1.32 1.00 1.23 159.36 N5.42 +D+0.70E+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 30.00 ft 1 0.152 0.010 13.84 13.84 151.93 90.98 1.32 1.00 0.92 159.36 95.42 +D+0.750L+0.750S+0.450W+H Dsgn. L = 30.00 ft 1 0.152 0.010 13.84 13.84 151.93 90.98 1.32 1.00 0. E 159.369 `:42 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 15-. 95.42 +0.60D+0.60W+0.60H Title Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 11 JUL 2018, 6:02PM Steel Beam File = F:1201812180971HGA1CalcsEnerratclHaeiendaec6 KW -06003976 Licensee: HART GAUGLER & ASSOCIATES, Description : Column for wind at G 12. 1-1=30' 2.050 Load Combination Max -Stress -Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 30.00 ft 1 0.203 0.013 18.45 18.45 151.93 90.98 1.32 1.00 1.23 159.36 95.42 +0.60D+0.70E+0.60H Dsgn. L = 30.00 ft 1 0.000 151.93 90.98 1.00 1.00 -0.00 159.36 95.42 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination W Only 1 0.8024 15.000 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 2.050 2.050 Overall MINimum 0.923 0.923 +D+H +D+L+H +D+Lr+H +D+S+H +D+0,750Lr+0,750L+H +D+0.750L+0.750S+H +D+0.60W+H 1.230 1.230 +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H 0.923 0.923 +D+0.750L+0.750S+0.450W+H 0.923 0.923 +D+0.750L+0.750S+0.5250E+H +0.60D+O.60W+0.60H 1.230 1.230 +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only 2.050 2.050 E Only H Only 0.0000 Values in KIPS Location in Span 0.000 Title Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. ACI Factored @ Heel = Title Block Line 6 Printed: 11 JUL 2018, 5:39PM Cantilevered Retaining Wall File = F:\2018\218097\HGA\GalcstiEnercalc\Haciendaec6 ' 0.00 0.0 lbs Description : Service yard wall and footing 0.0 in Criteria Retained Height = 2.67 ft Wall height above soil = 10.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 32.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads 1,645 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning 2,500 psf Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ACI Factored @ Heel = Axial Load Applied to Stem - Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary 253.6 lbs Wall Stability Ratios - 2,917.5 lbs Overturning = 2.34 OK Sliding = 14.85 OK Total Bearing Load = 2,121 lbs ...resultant ecc. = 7.68 in Soil Pressure @ Toe = 1,645 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,974 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 6.4 psi OK Footing Shear @ Heel = 4.3 psi OK Allowable = 82.2 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 253.6 lbs less 100% Passive Force = - 2,917.5 lbs less 100% Friction Force = - 848.0 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors Soil Data Allow Soil Bearing = Equivalent Fluid Pressure Method Heel Active Pressure = Toe Active Pressure = Passive Pressure = Soil Density, Heel = Soil Density, Toe = Friction Coeff btwn Ftg & Soil = Soil height to ignore for passive pressure = Lateral Load Applied to Stem Lateral Load = ...Height to Top = ... Height to Bottom = Wind on Exposed Stem = Calculations per ACI 318-11, ACI 530-11, IBC 2012, 2,500.0 psf CBC 2013, ASCE 7-10 45.0 psf/ft 30.0 psf/ft 389.0 psf/ft 110.00 pcf 110.00 pcf 0.400 12.00 in U.0 pit 0.00 ft 0.00 ft 13.3 psf Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Stem Construction 1.200 Top Stem_ - - - -- tem OK Design Height Above Ftg ft = 0.00 Wall Material Above "Ht" = Masonry Thickness in = 8.00 Rebar Size = # 5 Rebar Spacing in = 16.00 Rebar Placed at = Center Design Data - - - - - - fb/FB +fa/Fa = 0.829 Total Force @ Section lbs = 186.7 Moment.... Actual ft -I = 1,068.1 Moment..... Allowable ft -I = 1,288.4 Shear..... Actual psi = 4.1 Shear..... Allowable psi = 43.6 Wall Weight psf = 66.0 Rebar Depth 'd' in = 3.75 Lap splice if above in = 45.00 Lap splice if below in = 6.39 Hook embed into footing in = 6.39 Masonry Data fm psi = 1,900 Fy c psi = 20,000 Solid Grouting = No Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Modular Ration' = 16.96 Short Term Factor = 1.000 Equiv. Solid Thick. in = 5.80 Masonry Block Type = 3 Masonry Design Method = ASD 0.0 lbs = 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 Al 01 \Id1�9 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. _Title Block Line 6 Cantilevered Retaining Wall Description : Service yard wall and footing Footing Dimensions & Strengths Toe Width = 1.17 ft Heel Width = _ 1.83 Total Footing Width = 3.00 Footing Thickness = 16.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Project Title: Engineer: Project ID: Project Descr: Printed: 11 JUL 2018, 5:39PM Fife = F:12018121809-AHGA1CaicslEnercalc%Hacienda.ec6 Footing Design Results Summary of Overturning & Resisting Forces & Moments Toe Heel Factored Pressure = 1,974 0 psf Mu' : Upward = 1,452 0 ft -Ib Mu': Downward = 526 526 ft -Ib Mu: Design = 926 526 ft -Ib Actual 1 -Way Shear = 6.36 4.27 psi Allow 1 -Way Shear = 82.16 82.16 psi Toe Reinforcing = # 7 @ 16.00 in Heel Reinforcing = # 6 @ 16.00 in Adjacent Footing Load = Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S Fr Heel: Not req'd, Mu < S * Fr 133.0 Key: No key defined 1,197.4 Total = Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... Force Distance Moment Item lbs ft ft -Ib Heel Active Pressure = 360.6 1.33 481.2 Surcharge over Heel = 827.9 Sloped Soil Over Heel = Toe Active Pressure = -240.0 1.33 -320.0 Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = `Axial Live Load on Stem = Load @ Stem Above Soil = 133.0 9.00 1,197.4 Total = 253.6 O.T.M. = 1,358.6 Resisting/Overtuming Ratio = 2.34 Vertical Loads used for Soil Pressure = 2,120.9 lbs .....RESISTING..... Force Distance Moment lbs ft ft -Ib Soil Over Heel = 342.6 2.42 827.9 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = `Axial Live Load on Stem = Soil Over Toe = 342.2 0.58 199.6 Surcharge Over Toe = Stem Weight(s) = 836.2 1.50 1,254.2 Earth @ Stem Transitions = Footing Weight = 599.9 1.50 899.8 Key Weight = Vert. Component Total = 2,120.9 lbs R.M. = 3,181.4 `Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Iww1 `L (i) O 0 El KPX�Gco iV o V 6 O 158 - 136 - — (7 210 m \\51 C. �_ D — 137rQ W O pi Iww1 `L (i) O 0 El KPX�Gco iV Gravity Beam Design udw RAM Steel 15.08.00.37 RAM SweWrai System DataBase: 218097 Hacieanda Wheat Ridge COI %;8enney Building Code: IBC Floor Type: HIGH ROOF Beam Number = 140 SPAN INFORMATION (ft): I -End (27.50,31.75) J -End (47.33,31.75) 07/12/18 15:34:53 Steel Code: AISC 3 60- 10 LRFD Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 19.83 Mp (kip -ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 15.500 4.91 0.00 0.0 0.00 0.00 0.0 7.02 Snow 0.00 15.500 5.90 0.00 0.0 0.00 0.00 0.0 8.39 Snow 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.093 0.000 --- Snow 0.000 19.830 0.093 0.000 0.000 2 0.000 0.000 0.140 --- Snow 0.000 19.830 0.000 0.140 0.000 3 0.000 0.035 0.000 --- NonR 0.000 19.830 0.035 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 33.16 kips 1.00Vn =159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip -ft ft ft Center Max + 1.2DL+1.6LL 140.0 15.5 0.0 1.00 0.90 Controlling 1.2DL+1.6LL 140.0 15.5 0.0 1.00 0.90 REACTIONS (kips): Left Right DL reaction 3.63 9.72 Max +LL reaction 4.76 13.44 Max +total reaction (factored) 11.97 33.16 DEFLECTIONS: Dead load (in) at 10.91 ft = -0.158 L/D = 1507 Live load (in) at 11.01 ft = -0.215 L/D = 1 106 Net Total load (in) at 11.01 ft = -0.373 L/D = 638 Phi*Mn kip -ft 249.38 249.38 Gravity Beam Design Ulm RAM Steel 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI n'';Benttey- Building Code: IBC Floor Type: HIGH ROOF SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) Mp (kip -ft) = 558.33 POINT LOADS (kips): Beam Number = 152 I -End (9.67,27.50) W24X55 43.60 J -End (24.50,68.50) 07/12/18 15:34:53 Steel Code: AISC 3 60- 10 LRFD Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.519 1.51 0.00 0.0 0.00 0.00 0.0 2.03 Snow 0.00 4.519 0.38 0.00 0.0 0.00 0.00 0.0 0.63 Snow 0.00 9.145 1.28 0.00 0.0 0.00 0.00 0.0 1.92 Snow 0.00 9.145 0.33 0.00 0.0 0.00 0.00 0.0 0.64 Snow 0.00 13.771 1.21 0.00 0.0 0.00 0.00 0.0 1.82 Snow 0.00 13.771 0.34 0.00 0.0 0.00 0.00 0.0 0.65 Snow 0.00 18.397 1.14 0.00 0.0 0.00 0.00 0.0 1.72 Snow 0.00 18.397 0.34 0.00 0.0 0.00 0.00 0.0 0.65 Snow 0.00 23.023 1.07 0.00 0.0 0.00 0.00 0.0 1.61 Snow 0.00 23.023 0.34 0.00 0.0 0.00 0.00 0.0 0.65 Snow 0.00 27.573 1.03 0.00 0.0 0.00 0.00 0.0 1.55 Snow 0.00 27.573 0.36 0.00 0.0 0.00 0.00 0.0 0.68 Snow 0.00 32.540 0.99 0.00 0.0 0.00 0.00 0.0 1.49 Snow 0.00 32.540 0.38 0.00 0.0 0.00 0.00 0.0 0.70 Snow 0.00 37.432 0.91 0.00 0.0 0.00 0.00 0.0 1.37 Snow 0.00 37.432 0.38 0.00 0.0 0.00 0.00 0.0 0.70 Snow 0.00 42.324 0.83 0.00 0.0 0.00 0.00 0.0 1.27 Snow 0.00 42.324 0.38 0.00 0.0 0.00 0.00 0.0 0.70 Snow 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.014 0.000 --- Snow 0.000 27.572 0.015 0.000 0.000 2 0.000 0.000 0.014 --- Snow 0.000 1.816 0.000 0.012 0.000 3 0.000 0.000 0.008 --- Snow 0.000 0.908 0.000 0.000 0.000 4 1.817 0.000 0.012 --- Snow 0.000 3.323 0.000 0.006 0.000 5 3.323 0.000 0.006 --- Snow 0.000 3.921 0.000 0.000 0.000 6 4.520 0.000 0.014 --- Snow 0.000 6.463 0.000 0.011 0.000 7 4.520 0.000 0.008 --- Snow 0.000 5.491 0.000 0.000 0.000 8 6.463 0.000 0.011 --- Snow 0.000 7.434 0.000 0.008 0.000 9 7.435 0.000 0.008 --- Snow 0.000 8.005 0.000 0.005 0.000 ;eat Ridc Gravity Beam Design RAM Steel 15.08.00.37 RAM Stm mral System DataBase: 218097 Hacieanda Wheat Ridge COI % 8enttey Building Code: IBC Load Dist DL LL Red% Type PartL 10 8.005 0.000 0.005 --- Snow 0.000 8.575 0.000 0.000 0.000 11 9.146 0.000 0.013 --- Snow 0.000 11.145 0.000 0.011 0.000 12 9.146 0.000 0.009 --- Snow 0.000 11.145 0.000 0.000 0.000 13 11.145 0.000 0.011 --- Snow 0.000 12.145 0.000 0.008 0.000 14 12.145 0.000 0.008 --- Snow 0.000 12.687 0.000 0.005 0.000 15 12.687 0.000 0.005 --- Snow 0.000 13.229 0.000 0.000 0.000 16 13.772 0.000 0.013 --- Snow 0.000 15.830 0.000 0.010 0.000 17 13.772 0.000 0.009 --- Snow 0.000 15.830 0.000 0.000 0.000 18 15.831 0.000 0.010 --- Snow 0.000 16.860 0.000 0.007 0.000 19 16.861 0.000 0.007 --- Snow 0.000 17.372 0.000 0.005 0.000 20 17.373 0.000 0.005 --- Snow 0.000 17.884 0.000 0.000 0.000 21 18.397 0.000 0.012 --- Snow 0.000 20.509 0.000 0.010 0.000 22 18.397 0.000 0.009 --- Snow 0.000 19.453 0.000 0.005 0.000 23 19.453 0.000 0.005 --- Snow 0.000 20.509 0.000 0.000 0.000 24 20.509 0.000 0.010 --- Snow 0.000 21.565 0.000 0.007 0.000 25 21.566 0.000 0.007 --- Snow 0.000 22.051 0.000 0.000 0.000 26 23.023 0.000 0.012 --- Snow 0.000 25.142 0.000 0.010 0.000 27 23.023 0.000 0.010 --- Snow 0.000 24.082 0.000 0.005 0.000 28 24.083 0.000 0.005 --- Snow 0.000 25.142 0.000 0.000 0.000 29 25.143 0.000 0.010 --- Snow 0.000 26.202 0.000 0.007 0.000 30 26.203 0.000 0.007 --- Snow 0.000 26.659 0.000 0.000 0.000 31 27.573 0.016 0.000 --- Snow 0.000 42.323 0.016 0.000 0.000 32 27.573 0.000 0.011 --- Snow 0.000 Page 2/4 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD c`°ty ar vvt��'at Gravity Beam Design vj RAM Steel 15.08.00.37 RAM Stmcwrat System DataBase: 218097 Hacieanda Wheat Ridge COI n;'$enttey Building Code: IBC Page 3/4 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD Load Dist DL LL Red% Type PartL 30.028 0.000 0.009 0.000 33 27.573 0.000 0.012 --- Snow 0.000 28.800 0.000 0.007 0.000 34 28.801 0.000 0.007 --- Snow 0.000 30.028 0.000 0.000 0.000 35 30.029 0.000 0.009 --- Snow 0.000 31.256 0.000 0.006 0.000 36 31.256 0.000 0.006 --- Snow 0.000 31.684 0.000 0.000 0.000 37 32.541 0.000 0.011 --- Snow 0.000 35.004 0.000 0.009 0.000 38 32.541 0.000 0.012 --- Snow 0.000 33.772 0.000 0.007 0.000 39 33.773 0.000 0.007 --- Snow 0.000 35.004 0.000 0.000 0.000 40 35.005 0.000 0.009 --- Snow 0.000 36.236 0.000 0.006 0.000 41 36.237 0.000 0.006 --- Snow 0.000 36.635 0.000 0.000 0.000 42 37.432 0.000 0.010 --- Snow 0.000 39.955 0.000 0.008 0.000 43 37.432 0.000 0.012 --- Snow 0.000 38.693 0.000 0.007 0.000 44 38.694 0.000 0.007 --- Snow 0.000 39.955 0.000 0.000 0.000 45 39.956 0.000 0.008 --- Snow 0.000 41.217 0.000 0.005 0.000 46 41.218 0.000 0.005 --- Snow 0.000 41.586 0.000 0.000 0.000 47 42.324 0.016 0.000 --- Snow 0.000 43.599 0.012 0.000 0.000 48 42.324 0.000 0.009 --- Snow 0.000 43.599 0.000 0.009 0.000 49 42.324 0.000 0.013 --- Snow 0.000 42.749 0.000 0.012 0.000 50 42.749 0.000 0.012 --- Snow 0.000 43.174 0.000 0.008 0.000 51 43.175 0.000 0.008 --- Snow 0.000 43.599 0.000 0.010 0.000 52 0.000 0.000 0.000 --- Snow 0.000 4.519 0.000 0.022 0.000 53 4.520 0.000 0.000 --- Snow 0.000`��,o;R9d� 9.145 0.000 0.022 0.000 54 9.146 0.000 0.000 --- Snow 0.000 nv,i,3''L` �1�rtsan 13.771 0.000 0.022 0.000 Gravity Beam Design WIM RAM Steel 15.08.00.37 Page 4/4 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI 07/12/18 15:34:53 y'$enttey, Building Code: IBC Steel Code: AISC 3 60- 10 LRFD Phi*Mn kip -ft 502.50 502.50 Load Dist DL LL Red% Type PartL 55 13.772 0.000 0.000 --- Snow 0.000 18.397 0.000 0.022 0.000 56 18.397 0.000 0.000 --- Snow 0.000 23.022 0.000 0.022 0.000 57 23.023 0.000 0.000 --- Snow 0.000 27.572 0.000 0.022 0.000 58 27.573 0.000 0.000 --- Snow 0.000 32.540 0.000 0.024 0.000 59 32.541 0.000 0.000 --- Snow 0.000 37.431 0.000 0.023 0.000 60 37.432 0.000 0.000 --- Snow 0.000 42.323 0.000 0.023 0.000 61 43.175 0.000 0.000 --- Snow 0.000 43.599 0.000 0.006 0.000 62 0.000 0.055 0.000 --- NonR 0.000 43.599 0.055 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 27.27 kips 0.90Vn = 251.69 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip -ft ft ft Center Max + 1.2DL+1.6LL 304.7 23.0 0.0 1.00 0.90 Controlling 1.2DL+1.6LL 304.7 23.0 0.0 1.00 0.90 REACTIONS (kips): Left Right DL reaction 8.16 8.12 Max +LL reaction 10.70 10.96 Max +total reaction (factored) 26.91 27.27 DEFLECTIONS: Dead load (in) at 21.58 ft = -0.793 L/D = 660 Live load (in) at 21.58 ft = -1.068 L/D = 490 Net Total load (in) at 21.58 ft = -1.861 L/D = 281 Phi*Mn kip -ft 502.50 502.50 Gravity Beam Design RAM Steel 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI t-j$enttey Building Code: IBC Floor Type: HIGH ROOF Beam Number = 211 SPAN INFORMATION (ft): I -End (67.50,31.75) J -End (67.50,55.17) 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD Beam Size (User Selected) = W 14X22 Fy = 50.0 ksi Total Beam Length (ft) = 23.42 Mp (kip -ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.350 1.07 0.00 0.0 0.00 0.00 0.0 2.02 Snow 0.00 8.700 1.07 0.00 0.0 0.00 0.00 0.0 2.02 Snow 0.00 13.050 1.07 0.00 0.0 0.00 0.00 0.0 2.02 Snow 0.00 17.400 1.07 0.00 0.0 0.00 0.00 0.0 2.02 Snow 0.00 21.750 1.10 0.00 0.0 0.00 0.00 0.0 2.08 Snow 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.005 0.000 --- Snow 0.000 23.420 0.005 0.000 0.000 2 0.000 0.000 0.008 --- Snow 0.000 23.420 0.000 0.008 0.000 3 0.000 0.022 0.000 --- NonR 0.000 23.420 0.022 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 13.22 kips 1.00Vn = 94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip -ft ft ft Center Max + 1.2DL+1.6LL 74.6 13.0 4.3 1.02 0.90 Controlling 1.2DL+1.6LL 74.6 13.0 4.3 1.02 0.90 REACTIONS (kips): Left Right DL reaction 2.68 3.32 Max +LL reaction 4.57 5.77 Max +total reaction (factored) 10.52 13.22 DEFLECTIONS: Dead load (in) at 11.71 ft = -0.318 L/D = 885 Live load (in) at 11.71 ft = -0.550 L/D = 511 Net Total load (in) at 11.71 ft = -0.868 L/D = 324 City 01 Phi*Mn kip -ft 122.40 122.40 Standard Joist Selection Ulm RAM Steel 15.08.00.37 RAM Stmmral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/12/1815:34:53 13enttey- Building Code: IBC Floor Type: HIGH ROOF Beam Number = 215 Live: SPAN INFORMATION (ft): I -End (14.35,40.45) J -End (43.00,40.45) Joist Size (Optimum) = 20K3 Span Cond Moment Total Beam Length (ft) = 28.65 Center Max + 22.3 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- Snow 0.000 1.573 0.043 0.000 0.000 2 1.574 0.043 0.000 --- Snow 0.000 28.645 0.043 0.000 0.000 3 0.000 0.000 0.000 --- Snow 0.000 1.573 0.000 0.065 0.000 4 1.574 0.000 0.065 --- Snow 0.000 28.645 0.000 0.065 0.000 5 0.000 0.044 0.000 --- Snow 0.000 28.645 0.043 0.000 0.000 6 0.000 0.000 0.065 --- Snow 0.000 28.645 0.000 0.065 0.000 7 0.000 0.000 0.000 --- NonR 0.000 28.645 0.000 0.000 0.000 Maximum Total Uni£ Load at any location (lbs/ft) : 217.5 Maximum Allowable Total Uni£ Load at any location (lbs/ft) : 517.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 87.0 Live: 130.5 Total: 217.5 MOMENTS: = 0.470 Span Cond Moment L/D = 488 kip -ft Center Max + 22.3 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Allowable Loads (lbs/ft) 176.7 249.4 ft 14.3 Left Right 1.21 1.25 1.82 1.87 3.03 3.11 = 0.470 L/D = 731 = 0.705 L/D = 488 = 1.175 L/D = 293 �-"ty c bv,�aatl�,-r.,, , uap n, Standard Joist Selection udw RAM Steel 15.08.00.37 RAM StraeNral SYsWm DataBase: 218097 Hacieanda Wheat Ridge COI 3enttey- Building Code: IBC Floor Type: HIGH ROOF Beam Number = 168 SPAN INFORMATION (ft): I -End (43.00,44.80) J -End (67.50,44.80) Joist Size (Optimum) = 14KCS2 Total Beam Length (ft) = 24.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.087 0.000 --- Snow 0.000 24.500 0.087 0.000 0.000 2 0.000 0.000 0.130 --- Snow 0.000 17.500 0.000 0.130 0.000 3 17.500 0.000 0.130 --- Snow 0.000 24.500 0.000 0.264 0.000 4 0.000 0.000 0.000 --- NonR 0.000 24.500 0.000 0.000 0.000 DESIGN VALUES: Design Allowable Max Uniform Load: 350.61 550.00 (lbs/ft) Max Point Load: 0.00 3.40 (kips) Max Shear: 3.09 3.40 (kips) Max Moment: 16.87 27.00 (kip -ft) MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 16.9 12.4 REACTIONS (kips): Left Right DL reaction 1.07 1.07 Max +LL reaction 1.64 2.02 Max +total reaction 2.71 3.09 DEFLECTIONS: Dead load (in) = 0.363 L/D = 809 Live load (in) = 0.580 L/D = 507 Total load (in) = 0.943 L/D = 312 07/12/18 15:34:53 CKKR�X� (�) (�) CEE) Q) I,v OO N OIto m CEND N O ? I E: — - 146 - _ ------ 143 - -- - 144 - - UZ 135 ----__- - m w cin m Ic '..� ',a m N W 137 138 — 139 p 00 C cn UQV_ 3 W V p N �p pp tl1 J 00 oxo �w CD 7� a. oa CD O &A Gravity Beam Design &a RAM Steel 15.08.00.37 RAM Stiumral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/12/1815:34:53 %!Benttey Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: LOW ROOF Beam Number = 143 SPAN INFORMATION (ft): I -End (96.50,31.75) J -End (96.50,55.17) Beam Size (Optimum) = W 16X26 Fy = 50.0 ksi Total Beam Length (ft) = 23.42 -0.426 L/D = 660 at Mp (kip -ft) = 184.17 -0.454 L/D = 619 at 11.71 ft = POINT LOADS (kips): L/D = 320 Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 4.684 0.42 0.00 0.0 0.00 0.00 0.0 0.76 Snow 4.684 2.11 0.00 0.0 0.00 0.00 0.0 2.08 Snow 9.368 0.42 0.00 0.0 0.00 0.00 0.0 0.76 Snow 9.368 2.11 0.00 0.0 0.00 0.00 0.0 2.08 Snow 14.052 0.42 0.00 0.0 0.00 0.00 0.0 0.76 Snow 14.052 2.11 0.00 0.0 0.00 0.00 0.0 2.08 Snow 18.736 0.42 0.00 0.0 0.00 0.00 0.0 0.76 Snow 18.736 2.11 0.00 0.0 0.00 0.00 0.0 2.08 Snow LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 23.420 0.026 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 15.51 kips 0.90Vn =105.97 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Center Max + Controlling REACTIONS (kips): 1.2DL+1.6LL 1.2DL+1.6LL DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) PartL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Phi kip -ft ft ft 108.5 11.7 4.7 1.00 0.90 108.5 11.7 4.7 1.00 0.90 Left 5.37 5.67 15.51 Right 5.37 5.67 15.51 at 11.71 ft = -0.426 L/D = 660 at 11.71 ft = -0.454 L/D = 619 at 11.71 ft = -0.880 L/D = 320 Phi*Mn kip -ft 159.17 159.17 CJuy �1 wheat 1�,d,. Standard Joist Selection RAM Steel 15.08.00.37 RAM Snctural System DataBase: 218097 Hacieanda Wheat Ridge COI %13entleg Building Code: IBC Floor Type: LOW ROOF Beam Number = 172 SPAN INFORMATION (ft): I -End (67.50,10.25) J -End (101.50,10.25) Joist Size (Optimum) = 28KCS2 Total Beam Length (ft) = 34.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 17.000 1.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.102 0.000 --- Snow 0.000 34.000 0.102 0.000 0.000 2 0.000 0.000 0.155 --- Snow 0.000 7.000 0.000 0.077 0.000 3 7.000 0.000 0.143 --- Snow 0.000 27.000 0.000 0.143 0.000 4 27.000 0.000 0.077 --- Snow 0.000 34.000 0.000 0.155 0.000 5 0.000 0.000 0.154 --- Snow 0.000 5.170 0.000 0.097 0.000 6 5.170 0.000 0.097 --- Snow 0.000 5.780 0.000 0.088 0.000 7 5.780 0.000 0.088 --- Snow 0.000 7.000 0.000 0.077 0.000 8 7.000 0.000 0.011 --- Snow 0.000 27.000 0.000 0.011 0.000 9 27.000 0.000 0.077 --- Snow 0.000 28.220 0.000 0.088 0.000 10 28.220 0.000 0.088 --- Snow 0.000 28.830 0.000 0.097 0.000 11 28.830 0.000 0.097 --- Snow 0.000 34.000 0.000 0.154 0.000 12 0.000 0.000 0.000 --- NonR 0.000 34.000 0.000 0.000 0.000 DESIGN VALUES: Design Allowable Max Uniform Load: 411.26 550.00 (lbs/ft) Max Point Load: 1.50 6.90 (kips) Max Shear: 5.64 6.90 (kips) Max Moment: 50.99 52.17 (kip -ft) MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 51.0 17.0 Red% PartL 07/12/18 15:34:53 Standard Joist Selection RAM Steel 15.08.00.37 RAM Stmcwral System DataBase: 218097 Hacieanda Wheat Ridge COI )3entley� Building Code: IBC REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.48 2.48 3.16 3.16 5.64 5.64 = 0.643 L/D = 634 = 0.612 L/D = 667 = 1.255 L/D = 325 Page 2/2 07/12/18 15:34:53 c4v of wheat R(,� Ciw G) (9:s i 205-200 Ll ITI � 1 3 � 3 L w CD CD CD O N �- CD 00 � � O � W CD G. CD a as CD C'1 O Gravity Beam Design WM RAM Steel 15.08.00.37 RAM Structural SWem DataBase: 218097 Hacieanda Wheat Ridge COI n';8enttey Building Code: IBC Floor Type: FLOOR Beam Number = 204 SPAN INFORMATION (ft): I -End (7.28,46.25) J -End (43.00,46.25) Beam Size (Optimum) = W 18X35 Total Beam Length (ft) = 35.72 COMPOSITE PROPERTIES (Not Shored): 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD Fy = 50.0 ksi LINE LOADS (k/ft): Load Dist DL Left Right Deck Label Type Floor Floor Concrete thickness (in) 0.000 3.00 3.00 Unit weight concrete (pcf) NonR 145.00 145.00 fc (ksi) 0.232 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.0VL VULCRAFT 2.OVL beff (in) = 86.00 Y bar(in) = 17.89 Mnf (kip -ft) = 544.00 Mn (kip -ft) = 464.03 C (kips) = 241.22 PNA (in) = 16.89 Ieff (in4) = 1311.00 Itr (in4) = 1680.39 Stud length (in) = 4.00 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 0.181 # of studs: Max = 70 Partial = 29 Actual = 29 0.000 Number of Stud Rows = 1 Percent of Full Composite Action = 46.75 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type PartL CLL 1 0.000 0.000 0.000 0.000 --- NonR 0.000 0.000 2.529 0.232 0.185 0.363 0.000 0.000 2 2.530 0.232 0.185 0.362 --- NonR 0.000 0.000 35.719 0.232 0.185 0.362 0.000 0.000 3 0.000 0.227 0.181 0.354 --- NonR 0.000 0.000 35.719 0.227 0.181 0.354 0.000 0.000 4 0.000 0.035 0.035 0.000 --- NonR 0.000 0.000 35.719 0.035 0.035 0.000 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 31.03 kips 1.00Vn = 159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip -ft ft ft Center PreCmp+ 1.4DL 89.3 17.9 0.0 1.00 0.90 Init DL 1.4DL 89.3 17.9 --- --- Max + 1.2DL+1.6LL 276.9 17.9 --- --- 0.90 Controlling 1.2DL+1.6LL 276.9 17.9 --- --- 0.90 REACTIONS (kips): Left Right Initial reaction 6.92 7.15 DL reaction 8.53 8.81 Max +LL reaction 12.35 12.79 Max +total reaction (factored) 30.00 31.03 Phi*Mn kip -ft 249.38 417.62 417.62 Gravity Beam Design RAM Steel 15.08.00.37 Page 2/2 RAM S6ucteral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/12/1815:34:53 %'Senttey Building Code: IBC Steel Code: AISC 360-10 LRFD DEFLECTIONS: Initial load (in) at 17.86 ft = -0.990 L/D = 433 Live load (in) at 17.86 ft = -0.689 L/D = 622 Post Comp load (in) at 17.86 ft = -0.779 L/D = 551 Net Total load (in) at 17.86 ft = -1.769 L/D = 242 Gravity Beam Design RAM Steel 15.08.00.37 RAM Structural system DataBase: 218097 Hacieanda Wheat Ridge COI 07/12/18 15:34:53 %_'Bentley- Building Code: IBC Steel Code: AISC 360-10 LRFD Floor Type: FLOOR Beam Number = 159 SPAN INFORMATION (ft): I -End (43.00,53.50) J -End (43.00,76.50) Beam Size (Optimum) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 23.00 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Floor Floor Concrete thickness (in) 3.00 3.00 Unit weight concrete (pcf) 145.00 145.00 fc (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL beff (in) = 69.00 Y bar(in) = 16.10 Mnf (kip -ft) = 443.29 Mn (kip -ft) = 420.45 C (kips) = 357.68 PNA (in) = 15.72 Ieff (1n4) = 1143.91 Itr (in4) = 1243.65 Stud length (in) = 4.00 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 21.0 Rg = 1.00 Rp = 0.75 # of studs: Full = 46 Partial = 35 Actual = 35 Number of Stud Rows = 1 Percent of Full Composite Action = 76.05 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRL StorLL Red% RoofLL Red% PartL L 5.330 2.84 2.28 0.00 0.0 4.26 0.00 0.0 0.00 Snow 0.00 5.330 5.92 4.80 0.00 0.0 8.61 0.00 0.0 0.00 Snow 0.00 11.000 3.00 2.42 0.00 0.0 4.52 0.00 0.0 0.00 Snow 0.00 11.000 5.86 4.75 0.00 0.0 8.54 0.00 0.0 0.00 Snow 0.00 17.000 3.09 2.48 0.00 0.0 4.65 0.00 0.0 0.00 Snow 0.00 17.000 5.51 4.45 0.00 0.0 8.14 0.00 0.0 0.00 Snow 0.00 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type PartL CLL 1 0.000 0.031 0.031 0.000 --- NonR 0.000 0.000 23.000 0.031 0.031 0.000 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 48.80 kips 1.00Vn = 131.18 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip -ft ft ft kip -ft Center PreCmp+ 1.4DL 115.9 11.0 6.0 1.11 0.90 202.50 Init DL 1.4DL 115.9 11.0 --- --- Max + 1.2DL+1.6LL 358.2 11.0 --- --- 0.90 378.41 Controlling 1.2DL+1.6LL 358.2 11.0 --- --- 0.90 378.41 REACTIONS (kips): Gravity Beam Design Udw RAM Steel 15.08.00.37 PAM SWcwral System DataBase: 218097 Hacieanda Wheat Ridge COI tenttey Building Code: IBC DEFLECTIONS: Page 2/2 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD Initial load (in) Left Right Initial reaction 1.1.35 10.55 DL reaction 13.95 12.98 Max +LL reaction 20.04 18.68 Max +total reaction (factored) 48.80 45.46 DEFLECTIONS: Page 2/2 07/12/18 15:34:53 Steel Code: AISC 360-10 LRFD Initial load (in) at 11.39 ft = -0.689 L/D = 401 Live load (in) at 11.39 ft = -0.402 L/D = 687 Post Comp load (in) at 11.39 ft = -0.454 L/D = 608 Net Total load (in) at 11.39 ft = -1.143 L/D = 242 city °` 1 toles r � . _�L V y � a,�-YSt: ■r I �F nPr r sy."y /., 1�.,: 011L 7.r��at►���ih7 i ■rrr�,e•r.�� parr I« O �d v �_ 9� y �� 79 W a S P �� j 9 A 7 a '� Gravity Column Design wM RAM Steel 15.08.00.37 RAM Stmcwral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 10:49:50 n;$enttey Building Code: IBC Steel Code: AISC 360-10 LRFD Story level High Roof, Column Line F-5, Column # 53 Fy (ksi) = 50.00 Column Size = HSS6X6X5/16 Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 5.50 5.50 Bottom 5.50 5.50 CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: INTERACTION EQUATION Pu/0.90*Pn = 0.219 Eq H 1-1 a: 0.219+0.023+0.029=0.270 Dead Live Roof Axial (kip) 11.62 0.00 16.65 DEMAND CAPACITY RATIO: (1.2DL + 0.5LL + 1.6RF) Pu (kip) = 40.58 0.90Pnx (kip) = 185.59 Pu/0.90Pnx = 0.219 0.90Pny (kip) = 185.59 Pu/0.90Pny = 0.219 0.901?n (kip) = 185.59 Pu/0.901?n = 0.219 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 3: Dead Live Roof Axial (kip) 11.62 0.00 16.65 Moments Top Mx (kip -ft) 0.01 0.00 0.04 My (kip -ft) 0.15 0.00 0.13 Bot Mx (kip -ft) -0.32 -1.27 -0.18 My (kip -ft) 0.18 2.39 0.15 Single curvature about X -Axis Reverse curvature about Y -Axis CALCULATED PARAMETERS: (1.2DL + 0.5LL + 1.611F) Pu (kip) = 40.58 0.90*Pn (kip) = 185.59 Mux (kip -ft) _ -1.30 0.90*Mnx (kip -ft) = 51.00 Muy (kip -ft) = 1.65 0.90*Mny (kip -ft) = 51.00 Rm = 1.00 Cbx = 1.62 Cby = 1.89 Cmx = 0.62 Cmy = 0.53 Pex (kip) = 303.00 Pey (kip) = 303.00 Blx = 1.00 Bly = 1.00 INTERACTION EQUATION Pu/0.90*Pn = 0.219 Eq H 1-1 a: 0.219+0.023+0.029=0.270 Gravity Column Design RAM Steel 15.08.00.37 Page 2/3 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 10:49:50 t-3$enttey Building Code: IBC Steel Code: AISC 360-10 LRFD Story level Low Roof, Column Line F-5, Column # 53 Fy (ksi) = 50.00 Column Size = HSS6X6X5/16 Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case l: Dead Live Roof Axial (kip) 11.71 0.00 16.65 DEMAND CAPACITY RATIO: (1.2DL + 0.5LL + 1.611F) Pu (kip) = 40.69 0.90Pnx (kip) = 185.59 Pu/0.90Pnx = 0.219 0.90Pny (kip) = 185.59 Pu/0.90Pny = 0.219 0.90Pn (kip) = 185.59 Pu/0.90Pn = 0.219 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 4: X -Axis Y -Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 5.50 5.50 Bottom 5.50 5.50 CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case l: Dead Live Roof Axial (kip) 11.71 0.00 16.65 DEMAND CAPACITY RATIO: (1.2DL + 0.5LL + 1.611F) Pu (kip) = 40.69 0.90Pnx (kip) = 185.59 Pu/0.90Pnx = 0.219 0.90Pny (kip) = 185.59 Pu/0.90Pny = 0.219 0.90Pn (kip) = 185.59 Pu/0.90Pn = 0.219 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 4: Dead Live Roof Axial (kip) 11.71 0.00 16.65 Moments Top Mx (kip -ft) ._ -0.58 -1.28 -1.00 My (kip -ft) -0.85 -2.44 -0.75 Bot Mx (kip -ft) -0.51 -2.39 0.00 My (kip -ft) 0.02 -4.59 0.00 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (1.2DL + 1.6LL + 0.5RF) Pu (kip) = 22.38 0.90*Pn (kip) = 185.59 Mux (kip -ft) _ -4.44 0.90*Mnx (kip -ft) = 51.00 Muy (kip -ft) _ -7.32 0.90*Mny (kip -ft) = 51.00 Rm = 1.00 Cbx = 1.66 Cby = 1.63 Cmx = 0.60 Cmy = 0.61 Pex (kip) = 303.00 Pey (kip) = 303.00 o Blx = 1.00 Bly = 1.00 �'t' `�� INTERACTION EQUATION Wtcat R'ue Pu/0.90*Pn = 0.121 SOr Eq Hl -lb: 0.060+0.087+0.144=0.291 Gravity Column Design 10 RAM Steel 15.08.00.37 Page 3/3 RAM Stmetural System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 10:49:50 %iBenttey Building Code: IBC Steel Code: AISC 360-10 LRFD Story level FLOOR, Column Line F-5, Column # 53 Fy (ksi) = 50.00 Column Size = HSS6X6X5/16 Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top 5.50 5.50 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: INTERACTION EQUATION v'V►,Eat F``d`'1 Pu/0.90*Pn = 0.866 Eq HI -la: 0.866+0.038+0.015=0.919 Dead Live Roof Axial (kip) 52.20 56.05 16.65 DEMAND CAPACITY RATIO: (1.2DL + 1.6LL + 0.511F) Pu (kip) = 160.65 0.90Pnx (kip) = 185.59 Pu/0.90Pnx = 0.866 0.90Pny (kip) = 185.59 Pu/0.90Pny = 0.866 0.90Pn (kip) = 185.59 Pu/0.90Pn = 0.866 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 1: Dead Live Roof Axial (kip) 52.20 56.05 16.65 Moments Top Mx (kip -ft) -0.51 -0.69 0.00 My (kip -ft) 0.02 -0.43 0.00 Bot Mx (kip -ft) 0.00 0.00 0.00 My (kip -ft) 0.00 0.00 0.00 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (1.2DL + 1.6LL + 0.5RF) Pu (kip) = 160.65 0.90*Pn (kip) = 185.59 Mux (kip -ft) _ -2.20 0.90*Mnx (kip -ft) = 51.00 Muy (kip -ft) _ -0.84 0.90*Mny (kip -ft) = 51.00 Rm = 1.00 Cbx = 1.67 Cby = 1.67 Cmx = 0.60 Cmy = 0.60 Pex (kip) = 303.00 Pey (kip) = 303.00 Blx = 1.28 Bly = 128 c��vof INTERACTION EQUATION v'V►,Eat F``d`'1 Pu/0.90*Pn = 0.866 Eq HI -la: 0.866+0.038+0.015=0.919 Gravity Column Design WIM RAM Steel 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI %$enttey- Building Code: IBC . Story level Low Roof, Column Line N-4, Column # 56 Fy (ksi) = 50.00 Column Size Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: Lu (ft) K Braced Against Joint Translation Column Eccentricity (in) Top Bottom X -Axis 19.00 Yes 5.00 5.00 CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: 07/20/18 10:51:54 Steel Code: AISC 360-10 LRFD = HSS5X5X1/4 Y -Axis 19.00 Yes 5.00 5.00 INTERACTION EQUATION Pu/0.90*Pn = 0.580 Eq Hl -la: 0.580 + 0.061 + 0.020 = 0.661 Dead Live Roof Axial (kip) 13.71 0.00 14.91 DEMAND CAPACITY RATIO: (1.2DL + 0.5LL + 1.6RF) Pu (kip) = 40.31 0.90Pnx (kip) = 69.53 Pu/0.90Pnx = 0.580 0.90Pny (kip) = 69.53 Pu/0.90Pny = 0.580 0.90Pn (kip) = 69.53 Pu/0.901?n = 0.580 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 1: Dead Live Roof Axial (kip) 13.71 0.00 14.91 Moments Top Mx (kip -ft) -0.72 0.00 -0.57 My (kip -ft) -0.13 0.00 -0.26 Bot Mx (kip -ft) -0.57 -0.00 -0.45 My (kip -ft) -0.10 -0.00 -0.21 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (1.2DL + 0.5LL + 1.6RF) Pu (kip) = 40.31 0.90*Pn (kip) = 69.53 Mux (kip -ft) _ -1.97 0.90*Mnx (kip -ft) = 28.54 Muy (kip -ft) _ -0.64 0.90*Mny (kip -ft) = 28.54 Rm = 1.00 Cbx = 1.67 Cby = 1.67 Cmx = 0.60 Cmy = 0.60 Pex (kip) = 88.09 Pey (kip) = 88.09 Blx = 1.11 Bly = 1.11 INTERACTION EQUATION Pu/0.90*Pn = 0.580 Eq Hl -la: 0.580 + 0.061 + 0.020 = 0.661 Gravity Column Design NO RAM Steel 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI %113entteg Building Code: IBC Story level FLOOR, Column Line N-4, Column # 56 Fy (ksi) = 50.00 Column Size Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: T .rn (ft) K Braced Against Joint Translation Column Eccentricity (in) Top Bottom X -Axis 19.00 1 Yes 5.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: Dead Axial (kip) 13.93 DEMAND CAPACITY RATIO: (1.2DL + 0.5LL + 1.611F) Pu (kip) = 40.58 0.90Pnx (kip) _ 0.90Pny (kip) _ 0.90Pn (kip) _ Page 2/2 07/20/18 10:51:54 Steel Code: AISC 360-10 LRFD = HSS5X5X1/4 Y -Axis 19.00 1 Yes 5.00 0.00 Live Roof 0.00 14.91 69.53 Pu/0.90Pnx = 0.584 69.53 Pu/0.90Pny = 0.584 69.53 Pu/0.90Pn = 0.584 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 1: INTERACTION EQUATION Pu/0.90*Pn = 0.584 Eq HI -la: 0.584+0.049+0.016=0.648 Live 0.00 -0.00 -0.00 0.00 0.00 69.53 28.54 28.54 1.67 0.60 88.09 1.11 Roof 14.91 -0.45 -0.21 0.00 0.00 Dead Axial (kip) 13.93 Moments Top Mx (kip -ft) -0.57 My (kip -ft) -0.10 Bot Mx (kip -ft) 0.00 My (kip -ft) 0.00 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (1.2DL + 0.5LL + 1.6RF) Pu (kip) = 40.58 0.90*Pn (kip) _ Mux (kip -ft) _ -1.56 0.90*Mnx (kip -ft) _ Muy (kip -ft) _ -0.51 0.90*Mny (kip -ft) _ Rm = 1.00 Cbx = 1.67 Cby = Cmx = 0.60 Cmy = Pex (kip) = 88.09 Pey (kip) _ Blx = 1.11 Bly = INTERACTION EQUATION Pu/0.90*Pn = 0.584 Eq HI -la: 0.584+0.049+0.016=0.648 Live 0.00 -0.00 -0.00 0.00 0.00 69.53 28.54 28.54 1.67 0.60 88.09 1.11 Roof 14.91 -0.45 -0.21 0.00 0.00 7f� F, P-) U7 a m N N 00 O J x a n H. (D a a ZE a r� n O H i i� C -r a a cn m C N 3 oo O Z � J 3 x � a CD n r - a a a C1_ r a. (D n O H I :n 45 a OD7 a x 3 Cl W W N (D � N n ~ 00 O Z 1O � x CD n m Pi rt 7� r� m n 0 H r 1/4 N n s- j CA ,Vg,,eal Rid(9P- Q N CO 0 O z 3 CD w a w w a� a. w 0 H 1/4 w m w CA l 1 3 cc :o) N' x CD w n H. w w w r -r r� O O H 4- y 1/4 w m w CA l 1 3 cc :o) N' x CD w n H. w w w r -r r� O O H a 1y 9 Code Check Summary RAM Frame 15.08.00.37 AAM Stmmral System DataBase: 218097 Hacieanda Wheat Ridge COI y:Benttey Building Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: No Ground Level: Base Mesh Criteria: Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.100 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Sp PosSnowLoad RAMUSER W1 WIND X RAMUSERNODAL_W W2 WIND Y RAMUSERNODAL_W W3 WIND -X RAMUSERNODAL W W4 WIND -Y RAMUSERNODAL W LOAD COMBINATIONS: IBC 2015 / ASCE 7-10 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp + 0.500 Sp 3 * 1.200 D + 1.600 Lp 4 * 1.200 D + 0.500 Lp + 1.600 Sp 5 * 1.200 D + 1.600 Sp -- 6 * 1.200 D + 1.600 Sp + 0.500 W1 7 * 1.200 D + 1.600 Sp + 0.500 W2 8 * 1.200 D + 1.600 Sp + 0.500 W3 9 * 1.200 D + 1.600 Sp + 0.500 W4 10 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W 1 11 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 12 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W3 13 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 14 * 1.200 D + 0.500 Lp + 1.000 W1 15 * 1.200 D + 0.500 Lp + 1.000 W2 16 * 1.200 D + 0.500 Lp + 1.000 W3 17 * 1.200 D + 0.500 Lp + 1.000 W4 18 * 1.200 D + 0.500 Sp + 1.000 W1 19 * 1.200 D + 0.500 Sp + 1.000 W2 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD C:ay ,i Code Check Summary WM RAM Frame 15.08.00.37 RAM SvucmrelSyMm DataBase: 218097 Hacieanda Wheat Ridge COI 43enttey Building Code: IBC Page 2/3 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD 20 * 1.200 D + 0.500 Sp + 1.000 W3 21 * 1.200 D + 0.500 Sp + 1.000 W4 22 * 1.200 D + 1.000 W1 23 * 1.200 D + 1.000 W2 24 * 1.200 D + 1.000 W3 25 * 1.200 D + 1.000 W4 26 * 0.900 D + 1.000 W1 27 * 0.900 D + 1.000 W2 28 * 0.900 D + 1.000 W3 29 * 0.900 D + 1.000 W4 * = Load combination currently selected to use Frame #4: Level: High Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 100 22.47 0.00 0.00 0.01 0.00 7 0.16 Axial 50 HSS5X5X1/4 101 19.19 0.00 0.00 -0.01 0.00 9 0.14 Axial 50 HSS5X5X1/4 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 126 3.85 17.99 0.00 7.17 0.00 7 0.15 (HI -lb) 50 W 14X22 Per H1.3 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 1 10.79 0.00 0.00 -0.00 0.00 13 0.08 Axial 46 HSS4X4X1/4 2 10.79 0.00 0.00 0.00 0.00 11 0.08 Axial 46 HSS4X4X 1 /4 Level: Low Roof Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 65 60.43 -0.04 0.00 -0.01 0.00 7 0.33 (111-1a) 50 HSS5X5X 1 /4 67 56.24 0.04 0.00 0.01 0.00 9 0.81 (HI -la) 50 HSS5X5X1/4 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 127 14.90 12.65 0.00 5.69 0.00 19 0.19 (1 -11 -lb) 50 W 14X22 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 7 -29.23 0.00 0.00 -0.00 0.00 13 0.21 (111-1a) 46 HSS4X4X 1/4 8 -29.23 0.00 0.00 -0.00 0.00 11 0.21 (1-11-1a) 46 HSS4X4X 1 /4 Code Check Summary RAM Frame 15.08.00.37 RAM Shucwral System DataBase: 218097 Hacieanda Wheat Ridge COI i3enney Building Code: IBC Level: FLOOR Col. Pu Mux Muy Vux Vuy # kip kip -ft kip -ft kip kip 65 64.03 -0.03 0.00 -0.01 0.00 67 56.51 0.03 0.00 0.01 0.00 Page 3/3 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD LC Interact. Fy Size ksi 7 0.63 (H1 -1a) 50 HSS5X5X1/4 9 0.81 (H1 -la) 50 HSS5X5X1/4 Load Combinations RAM Stmmral System RAM Frame 15.08.00.37 % 8enttey- DataBase: 218097 Hacteanda Wheat Ridge U01 07/20/18 11:25:06 LOAD COMBINATION CRITERIA: Roof Live Load: Snow Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 0.100 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Sp PosSnowLoad RAMUSER W1 WIND X RAMUSERNODAL_W W2 WIND Y RAMUSERNODAL_W W3 WIND -X RAMUSERNODAL_W W4 WIND -Y RAMUSERNODAL W LOAD COMBINATIONS: IBC 2015 / ASCE 7-10 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp + 0.500 Sp 3 * 1.200 D + 1.600 Lp 4 * 1.200 D + 0.500 Lp + 1.600 Sp 5 * 1.200 D + 1.600 Sp 6 * 1.200 D + 1.600 Sp + 0.500 W1 7 * 1.200 D + 1.600 Sp + 0.500 W2 8 * 1.200 D + 1.600 Sp + 0.500 W3 9 * 1.200 D + 1.600 Sp + 0.500 W4 10 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W 1 11 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 12 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W3 13 * 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 14 * 1.200 D + 0.500 Lp + 1.000 W1 15 * 1.200 D + 0.500 Lp + 1.000 W2 16 * 1.200 D + 0.500 Lp + 1.000 W3 17 * 1.200 D + 0.500 Lp + 1.000 W4 18 * 1.200 D + 0.500 Sp + 1.000 W 1 19 * 1.200 D + 0.500 Sp + 1.000 W2 20 * 1.200 D + 0.500 Sp + 1.000 W3 21 * 1.200 D + 0.500 Sp + 1.000 W4 22 * 1.200 D + 1.000 W 1 23 * 1.200 D + 1.000 W2 24 * 1.200 D + 1.000 W3 25 * 1.200 D + 1.000 W4 26 * 0.900 D + 1.000 W 1 27 * 0.900 D + 1.000 W2 28 * 0.900 D + 1.000 W3 29 * 0.900 D + 1.000 W4 * = Load combination currently selected to use Member Code Check wM RAM Frame 15.08.00.37 UM Stmmral System DataBase: 218097 Hacieanda Wheat Ridge COI %jf3enttey Building Code: IBC COLUMN INFORMATION: Story Level = High Roof Frame Number = 4 Fy (ksi) = 50.00 0.90Pny (kip) _ Column Size = HSS5X5X1/4 CONTROLLING COLUMN FORCES - FLEXURE INPUT DESIGN PARAMETERS: 1.200 D + 1.600 Sp + 0.500 W2 Axial Load (kip) X -Axis Lu for Axial (ft) 11.00 Lu for Bending (ft) Mux (kip -ft) 11.00 K CALCULATED PARAMETERS: 1.00 22.47 0.90Pn (kip) Mux (kip -ft) _ -0.04 0.90Mnx (kip -ft) CONTROLLING COLUMN FORCES - SHEAR 0.00 0.90Mny (kip -ft) Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 Shear Top Vux (kip) 0.01 Vuy (kip) 0.00 Shear Bot. Vux (kip) 0.01 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = 0.01 0.90Vnx (kip) = 54.12 Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 AXIAL CHECK: Pu/0.90Pnx Pu (kip) = 22.47 0.90Pnx (kip) _ Pu/0.90Pny 0.90Pny (kip) _ 137.40 0.90Pn (kip) _ CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 Axial Load (kip) Moment Top Mux (kip -ft) Muy (kip -ft) Moment Bot. Mux (kip -ft) Muy (kip -ft) CALCULATED PARAMETERS: Pu (kip) = 22.47 0.90Pn (kip) Mux (kip -ft) _ -0.04 0.90Mnx (kip -ft) Muy(kip-ft) = 0.00 0.90Mny (kip -ft) KL/Rx = 68.43 KL/Ry Cbx = 1.67 INTERACTION EQUATION: Pu/oPn,=,0.164 Eq Hl -lb: 0.082 + 0.001 + 0.000 = 0.083 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Column Number = 100 Y -Axis 11.00 11.00 1.00 Vux/0.90Vnx = 0.000 Vuy/0.90Vny = 0.000 137.40 Pu/0.90Pnx = 0.164 137.40 Pu/0.90Pny = 0.164 137.40 Pu/0.901?n = 0.164 22.47 0.00 0.00 -0.04 0.00 137.40 28.54 28.54 68.43 city o{ '(4heat Ridge Member Code Check OW RAM Frame 15.08.00.37 RAM Stmcwral System DataBase: 218097 Hacieanda Wheat Ridge COI n8enttey Building Code: IBC COLUMN INFORMATION: Story Level = High Roof Frame Number = 4 Fy (ksi) = 50.00 Column Size = HSS5X5X1/4 INPUT DESIGN PARAMETERS: Page 2/12 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Column Number = 101 X -Axis Y -Axis Lu for Axial (ft) 11.00 11.00 Lu for Bending (ft) 11.00 11.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 Load Combination: 0.900 D + 1.000 W2 Axial Load (kip) 19.19 Shear Top Vux (kip) 0.00 -0.01 Vuy (kip) Moment Bot. Mux (kip -ft) 0.00 Shear Bot. Vux (kip) 0.00 -0.01 Vuy (kip) Pu (kip) = 19.19 0.90Pn (kip) = 0.00 SHEAR CHECK: 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = Vux (kip) = -0.01 0.90Vnx (kip) = 54.12 Vux/0.90Vnx = Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 Vuy/0.90Vny = CONTROLLING COLUMN FORCES - AXIAL Pu/oPn,=,0.140 Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 AXIAL CHECK: Pu (kip) = 19.19 0.90Pnx (kip) = 137.40 Pu/0.90Pnx = 0.90Pny (kip) = 137.40 Pu/0.90Pny = 0.90Pn (kip) = 137.40 Pu/0.90Pn = CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 Axial Load (kip) 19.19 Moment Top Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.04 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) = 19.19 0.90Pn (kip) = 137.40 Mux (kip -ft) = 0.04 0.90Mnx (kip -ft) = 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 28.54 KL/Rx = 68.43 KL/Ry = 68.43 Cbx = 1.67 INTERACTION EQUATION: Pu/oPn,=,0.140 Eq Hl -lb: 0.070 + 0.001 + 0.000 = 0.071 0.140 0.140 0.140 city 01 \4-oeat Ridge, tng Member Code Check RAM Frame 15.08.00.37 HAM Shactmal System DataBase: 218097 Hacieanda Wheat Ridge COI % $enttey Building Code: IBC BEAM INFORMATION: Story Level = High Roof Frame Number = 4 Fy (ksi) = 50.00 Beam Size = W 14X22 INPUT DESIGN PARAMETERS: Lu for Axial (ft) Lu for Bending (ft) K Top Flange Continuously Braced Bottom Flange Continuously Braced CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.200 D + 0.500 Lp + 1.600 Sp Segment distance (ft) i - end j - end SHEAR CHECK: Vux (kip) = 7.17 1.00Vnx (kip) = 94.53 Vuy (kip) = 0.00 0.90Vny (kip) = 90.45 CONTROLLING BEAM SEGMENT FORCES - AXIAL Load Combination: 0.900 D + 1.000 W2 Segment distance (ft) i - end j -end AXIAL CHECK: Pu (kip) = 7.71 0.90Pnx (kip) = 279.63 0.90Pny (kip) = 86.77 0.90Pn (kip) = 86.77 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 Segment distance (ft) i - end j - end CALCULATED PARAMETERS: Pu ( kip) = 3.85 0.90Pnx ( kip) _ 0.90Pny ( kip) _ Mux (kip -ft) = 17.99 0.90Mnx (kip -ft) = Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = Mcx (kip -ft) _ KL/Rx = 24.38 KL/Ry = Cbx = 1.24 INTERACTION EQUATION: Pu/oPn,=,0.014 Eq H 1-2: 0.066 + 0.016 = 0.081 Eq H l -1 b Per H 1.3 : 0.007+0.144+0.000=0.151 Page 3/12 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Beam Number = 126 X-AXIS Y -Axis 11.25 11.25 11.25 5.00 1.00 1.00 No No 0.00 1.25 Vux/l.00Vnx = 0.076 Vuy/0.90Vny = 0.000 0.00 1.25 Pu/0.90Pnx = 0.028 Pu/0.90Pny = 0.089 Pu/0.90Pn = 0.089 1.25 6.25 279.63 86.77 124.50 16.46 114.99 129.99 t Jul gat IljN, mac:;, Member Code Check aw RAM Frame 15.08.00.37 Page 4/12 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 t-5$enttey Building Code: IBC Steel Code: AISC360-10 LRFD BRACE INFORMATION: Story Level = High Roof Frame Number = 4 Brace Number= 1 Fy (ksi) = 46.00 Brace Size = HSS4X4X 1/4 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu for Axial (ft) 15.73 15.73 Lu for Bending (ft) 15.73 15.73 K 1.00 1.00 CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.400 D Shear Top Vux (kip) -0.00 Vuy (kip) _ 0.00 Shear Bot. Vux (kip) -0.00 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = -0.00 0.90Vnx (kip) = 38.21 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 38.21 Vuy/0.90Vny = 0.000 CONTROLLING BRACE FORCES - AXIAL Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 AXIAL CHECK: Pu (kip) = 10.79 0.90Pnx (kip) = 139.52 Pu/0.90Pnx = 0.077 0.90Pny (kip) = 139.52 Pu/0.90Pny = 0.077 0.90Pn (kip) = 139.52 Pu/0.90Pn = 0.077 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 Axial Load (kip) -10.79 Moment Top Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) _ 0.00 CALCULATED PARAMETERS: Pu (kip) _ -10.79 0.90Pn (kip) = 139.52 Mux (kip -ft) = 0.00 0.90Mnx (kip -ft) = 16.18 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 16.18 L/r = 124.11 Cbx = 1.00 INTERACTION EQUATION: oBluli,111diingDivison Pu/oPn,=,0.077 Eq H 1-1 b: 0.039+0.000+0.000=0.039 Member Code Check wM RAM Frame 15.08.00.37 Page 5/12 RAM Swcmral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 y$enttey Building Code: IBC Steel Code: AISC360-10 LRFD BRACE INFORMATION: Story Level = High Roof Frame Number = 4 Brace Number = 2 Fy (ksi) = 46.00 Brace Size = HSS4X4X1/4 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu for Axial (ft) 15.73 15.73 Lu for Bending (ft) 15.73 15.73 K 1.00 1.00 CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.400 D Shear Top Vux (kip) 0.00 Vuy (kip) 0.00 Shear Bot. Vux (kip) 0.00 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = 0.00 0.90Vnx (kip) = 38.21 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 38.21 Vuy/0.90Vny = 0.000 CONTROLLING BRACE FORCES - AXIAL Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 AXIAL CHECK: Pu (kip) = 10.79 0.90Pnx (kip) = 139.52 Pu/0.90Pnx = 0.077 0.90Pny (kip) = 139.52 Pu/0.90Pny = 0.077 0.90Pn (kip) = 139.52 Pu/0.90Pn = 0.077 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 Axial Load (kip) -10.79 Moment Top Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) _ -10.79 0.90Pn (kip) = 139.52 Mux (kip -ft) = 0.00 0.90Mnx (kip -ft) = 16.18 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 16.18 L/r = 124.11 Cbx = 1.00 c -+iv et INTERACTION EQUATION: �`t; 7� �t R c'9P Pu/oPn,=,0.077 Eq H l -1 b: 0.039+0.000+0.000=0.039 ��'I'�'r"� �I I� Member Code Check 10 RAM Frame 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI %!$enttey- Building Code: IBC COLUMN INFORMATION: Story Level = Low Roof Frame Number = 4 Fy (ksi) = 50.00 Column Size = HSS5X5X1/4 INPUT DESIGN PARAMETERS: Page 6/12 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Column Number= 65 INTERACTION EQUATION: Pu/oPn; ,0.327 Eq H 1-1 a: 0.327 + 8/9(0.001 + 0.000) = 0.328 vaeat Rrti ,,tadi.r.g El;. X -Axis Y -Axis Lu for Axial (ft) 4.00 4.00 Lu for Bending (ft) 4.00 4.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 Shear Top Vux (kip) -0.01 Vuy (kip) 0.00 Shear Bot. Vux (kip) -0.01 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = -0.01 0.90Vnx (kip) = 54.12 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 Vuy/0.90Vny = 0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 AXIAL CHECK: Pu (kip) = 60.43 0.90Pnx (kip) = 184.93 Pu/0.90Pnx = 0.327 0.90Pny (kip) = 184.93 Pu/0.90Pny = 0.327 0.90Pn (kip) = 184.93 Pu/0.90Pn = 0.327 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 Axial Load (kip) 60.43 Moment Top Mux (kip -ft) -0.04 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) _ -0.03 Muy (kip -ft) _ 0.00 CALCULATED PARAMETERS: Pu (kip) = 60.43 0.90Pn (kip) = 184.93 Mux (kip -ft) _ -0.04 0.90Mnx (kip -ft) = 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 28.54 KL/Rx = 24.88 KL/Ry = 24.88 Cbx = 1.09 C,ty of INTERACTION EQUATION: Pu/oPn; ,0.327 Eq H 1-1 a: 0.327 + 8/9(0.001 + 0.000) = 0.328 vaeat Rrti ,,tadi.r.g El;. Member Code Check aw RAM Frame 15.08.00.37 Page 7/12 RAM Stmewrai System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 n $enttey Building Code: IBC Steel Code: AISC360-10 LRFD COLUMN INFORMATION: Story Level = Low Roof Frame Number = 4 Column Number= 67 Fy (ksi) = 50.00 Column Size = HSS5X5X1/4 INPUT DESIGN PARAMETERS: X -Axis Y-AXIS Lu for Axial (ft) 19.00 19.00 Lu for Bending (ft) 19.00 19.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 0.900 D + 1.000 W2 Shear Top Vux (kip) 0.01 Vuy (kip) 0.00 Shear Bot. Vux (kip) 0.01 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = 0.01 0.90Vnx (kip) = 54.12 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 Vuy/0.90Vny = 0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 AXIAL CHECK: Pu (kip) = 56.24 0.90Pnx (kip) = 69.53 Pu/0.90Pnx = 0.809 0.90Pny (kip) = 69.53 Pu/0.90Pny = 0.809 0.90Pn (kip) = 69.53 Pu/0.90Pn = 0.809 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 Axial Load (kip) 56.24 Moment Top Mux (kip -ft) 0.04 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.03 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) = 56.24 0.90Pn (kip) = 69.53 Mux (kip -ft) = 0.04 0.90Mnx (kip -ft) = 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 28.54 KL/Rx = 118.20 KL/Ry = 118.20 Cbx = 1.67 INTERACTION EQUATION: Pu/oPn,=,0.809 Eq HI -la: 0.809 + 8/9(0.001 + 0.000) = 0.810 Member Code Check WM RAM Frame 15.08.00.37 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI y,'$enttey. Building Code: IBC BEAM INFORMATION: Story Level = Low Roof Frame Number = 4 Fy (ksi) = 50.00 Beam Size = W 14X22 INPUT DESIGN PARAMETERS: Lu for Axial (ft) Lu for Bending (ft) K Top Flange Continuously Braced Bottom Flange Continuously Braced CONTROLLING BEAM SEGMENT FORCES - SHEAR Load Combination: 1.200 D + 0.500 Lp + 1.600 Sp Segment distance (ft) i - end j - end SHEAR CHECK: Vux (kip) = 5.69 l .00Vnx (kip) = 94.53 Vuy (kip) = 0.00 0.90Vny (kip) = 90.45 CONTROLLING BEAM SEGMENT FORCES - AXIAL Load Combination: 0.900 D + 1.000 W2 Segment distance (ft) i - end j -end _ _ AXIAL CHECK: Pu (kip) = 14.90 0.90Pnx (kip) = 279.63 0.90Pny (kip) = 86.77 0.90Pn (kip) = 86.77 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Load Combination: 1.200 D + 0.500 Sp + 1.000 W2 Segment distance (ft) i - end j - end CALCULATED PARAMETERS: Pu (kip) = 14.90 0.90Pn (kip) _ Mux (kip -ft) = 12.65 0.90Mnx (kip -ft) = Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = KL/Rx = 24.38 KL/Ry = Cbx = 1.00 INTERACTION EQUATION: Pu/oPn,=,0.172 Eq Hl -lb: 0.086+0.102+0.000=0.188 Page 8/12 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Beam Number = 127 X -Axis Y -Axis 11.25 11.25 11.25 3.75 1.00 1.00 No No 0.00 3.75 Vux/ 1.00Vnx = 0.060 Vuy/0.90Vny = 0.000 0.00 3.75 Pu/0.90Pnx = 0.053 Pu/0.90Pny = 0.172 Pu/0.90Pn = 0.172 3.75 7.50 86.77 124.00 16.46 129.99 City of Wllcat R`+a1c lding D`,,, Member Code Check WM RAM Frame 15.08.00.37 Page 9/12 RAM StNcWral System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 %!Senttey Building Code: IBC Steel Code: AISC360-10 LRFD BRACE INFORMATION: Story Level = Low Roof Frame Number = 4 Brace Number = 7 Fy (ksi) = 46.00 Brace Size = HSS4X4X1/4 INPUT DESIGN PARAMETERS: X -Axis Y-AXIS Lu for Axial (ft) 22.08 22.08 Lu for Bending (ft) 22.08 22.08 K 1.00 1.00 CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.400 D Shear Top Vux (kip) -0.00 Vuy (kip) 0.00 Shear Bot. Vux (kip) -0.00 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = -0.00 0.90Vnx (kip) = 38.21 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 38.21 Vuy/0.90Vny = 0.000 CONTROLLING BRACE FORCES - AXIAL Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 AXIAL CHECK: Pu (kip) = 29.23 0.90Pnx (kip) = 139.52 Pu/0.90Pnx = 0.209 0.90Pny (kip) = 139.52 Pu/0.90Pny = 0.209 0.90Pn (kip) = 139.52 Pu/0.90Pn = 0.209 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 Axial Load (kip) -29.23 Moment Top Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) _ -29.23 0.90Pn (kip) = 139.52 Mux (kip -ft) = 0.00 0.90Mnx (kip -ft) = 16.18 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 16.18 L/r = 174.17 Cbx = 1.00 INTERACTION EQUATION: Pu/oPn,=,0.209 �. Eq Hl -la: 0.209 + 8/9(0.000 + 0.000) = 0.209 Member Code Check WIM RAM Frame 15.08.00.37 Page 10/12 RAM Streetmal System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 y��senttey Building Code: IBC Steel Code: AISC360-10 LRFD BRACE INFORMATION: Story Level = Low Roof Frame Number = 4 Brace Number= 8 Fy (ksi) = 46.00 Brace Size = HSS4X4X 1 /4 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu for Axial (ft) 22.08 22.08 Lu for Bending (ft) _ 22.08 22.08 K 1.00 1.00 CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.400 D Shear Top Vux (kip) -0.00 Vuy (kip) 0.00 Shear Bot. Vux (kip) -0.00 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = -0.00 0.90Vnx (kip) = 38.21 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 38.21 Vuy/0.90Vny = 0.000 CONTROLLING BRACE FORCES - AXIAL Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 AXIAL CHECK: Pu (kip) = 29.23 0.90Pnx (kip) = 139.52 Pu/0.90Pnx = 0.209 0.90Pny (kip) = 139.52 Pu/0.90Pny = 0.209 0.90Pn (kip) = 139.52 Pu/0.90Pn = 0.209 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W2 Axial Load (kip) -29.23 Moment Top Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) _ -29.23 0.90Pn (kip) = 139.52 Mux (kip -ft) = 0.00 0.90Mnx (kip -ft) = 16.18 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 16.18 L/r = 174.17 Cbx = 1.00 INTERACTION EQUATION: Pu/oPn,=,0.209 Eq Hl -la: 0.209 + 8/9(0.000 + 0.000) = 0.209 Member Code Check RAM Frame 15.08.00.37 RAM Stmewal Symm DataBase: 218097 Hacieanda Wheat Ridge COI n- Bentley Building Code: IBC COLUMN INFORMATION: Story Level = FLOOR Frame Number = 4 Fy (ksi) = 50.00 Column Size = HSS5X5X1/4 INPUT DESIGN PARAMETERS: Page 11/12 07/20/18 11:25:06 Steel Code: AISC360-10 LRFD Column Number= 65 X -Axis Y-AXIS Lu for Axial (ft) 15.00 15.00 Lu for Bending (ft) _ 15.00 15.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 1.200 D + 0.500 Lp + 0.500 Sp + 1.000 W4 Shear Top Vux (kip) -0.01 Vuy (kip) 0.00 Shear Bot. Vux (kip) -0.01 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = -0.01 0.90Vnx (kip) = 54.12 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 Vuy/0.90Vny = 0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 AXIAL CHECK: Pu (kip) = 64.03 0.90Pnx (kip) = 102.37 Pu/0.90Pnx = 0.625 0.90Pny (kip) = 102.37 Pu/0.90Pny = 0.625 0.90Pn (kip) = 102.37 Pu/0.90Pn = 0.625 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W2 Axial Load (kip) 64.03 Moment Top Mux (kip -ft) - -0.03 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) = 64.03 0.90Pn (kip) = 102.37 Mux (kip -ft) _ -0.03 0.90Mnx (kip -ft) = 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 28.54 KL/Rx = 93.31 KL/Ry = 93.31 Cbx = 1.67 City of INTERACTION EQUATION: Wheat Ridge Pu/oPn,=,0.625 Eq H 1-1 a: 0.625 + 8/9(0.001 + 0.000) = 0.626 6�''°"'9 Divlso� Member Code Check RAM Frame 15.08.00.37 Page 12/12 RAM Structural System DataBase: 218097 Hacieanda Wheat Ridge COI 07/20/18 11:25:06 niBenttey, Building Code: IBC Steel Code: AISC360-10 LRFD COLUMN INFORMATION: Story Level = FLOOR Frame Number = 4 Column Number = 67 Fy (ksi) = 50.00 Column Size = HSS5X5X1/4 INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu for Axial (ft) 19.00 19.00 Lu for Bending (ft) 19.00 19.00 K 1.00 1.00 CONTROLLING COLUMN FORCES - SHEAR Load Combination: 0.900 D + 1.000 W2 Shear Top Vux (kip) 0.01 Vuy (kip) 0.00 Shear Bot. Vux (kip) 0.01 Vuy (kip) 0.00 SHEAR CHECK: Vux (kip) = 0.01 0.90Vnx (kip) = 54.12 Vux/0.90Vnx = 0.000 Vuy (kip) = 0.00 0.90Vny (kip) = 54.12 Vuy/0.90Vny = 0.000 CONTROLLING COLUMN FORCES - AXIAL Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 AXIAL CHECK: Pu (kip) = 56.51 0.90Pnx (kip) = 69.53 Pu/0.90Pnx = 0.813 0.90Pny (kip) = 69.53 Pu/0.90Pny = 0.813 0.90Pn (kip) = 69.53 Pu/0.90Pn = 0.813 CONTROLLING COLUMN FORCES - FLEXURE Load Combination: 1.200 D + 1.600 Sp + 0.500 W4 Axial Load (kip) 56.51 Moment Top Mux (kip -ft) 0.03 Muy (kip -ft) 0.00 Moment Bot. Mux (kip -ft) 0.00 Muy (kip -ft) 0.00 CALCULATED PARAMETERS: Pu (kip) = 56.51 0.90Pn (kip) = 69.53 Mux (kip -ft) = 0.03 0.90Mnx (kip -ft) = 28.54 Muy(kip-ft) = 0.00 0.90Mny (kip -ft) = 28.54 KL/Rx = 118.20 KL/Ry = 118.20 Cbx = 1.67 01110{ INTERACTION EQUATION: v'j\g� Pu/oPn,=,0.813 ��%I\e o ,,J; ,< Eq H1 -1a: 0.813 + 8/9(0.001 + 0.000) = 0.814 Applewood Village - Google Maps Google Maps Applewood Village https://www.google.com/maps/place/Applewood+Village/@39.7622... ! q Ow jLL . �l f Applewood Village 4.0 * * * * • 910 reviews Shopping Mall 3400 Youngfield St, Wheat Ridge, CO 80033 regencycenters.com (303)300-5300 Opennow 6AM-11PM P,c',Fu!-3( ir-leS Wednesdays- LIVE ednesdays- LIVE A little busy 1 of 2 Imagery 02018 Google, Map data ®2018 Google 200 ft r C`1 1 Ok 8/1/2018 5:13 PM A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t/O5 I ,AO.I F /('c Job Address: -z � � i 14 I. Permit Number: lq Q ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (Nol When corrections have been made, schedule for re -inspection online at. http://www.ci. wheatridge.co.ueinspection Date: /U"/(9-/,/ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7 ..: ��- `i4—.ilk s ❑ No one available for inspection: Time AM19P Re -Inspection require : Yes , No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. wheatridge. co. uslinspection Date: /? "/ " /t"f Inspector: DO NOT REMOVE THIS NOTICE