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2900 Youngfield Street
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June 19th @ BLS INSPECTION DAY/TIM INSPECTION DAY/TIME 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: Lf o Job Address: �''��� ��v'�^ J=l`C[_�` Permit Number: > , ❑ No one available for inspection -:.-Time � AM/ M Yes' dF� �.. Re -Inspection required: Yes /No When corrections have been made, call for re -inspection at 303-234-5933 Date: & /(,'. r 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: `�/ �'�-� P,/,j Job Address: 3 Permit Number: o ❑ No one available for inspection: Time .>.> / 'AM/VM Re -Inspection required: Yes No -'_-) When corrections have been made, call for re -inspection at 303-234-5933 Date: C Inspector: '-- DO NOT REMOVE THIS NOTICE B & B Balancing Co. CERTIFIED AIR TEST, ADJUST AND BALANCE REPORT JUNE 12, 2019 Project: ZIGGI'S COFFEE - WHEAT RIDGE Address: 2900 Youngfield Street, Wheat Ridge, CO, 80401 General Contractor: Annandale Consultants, Inc. Mechanical Contractor: Mountain Aire Mechanical, LLC Mechanical Engineer: MDP Engineering Group, P.C. Prepared By: B & B BALANCING CO. 14009 ELIZABETH STREET THORNTON, CO 80602 PHONE: 303-472-1892 NEBB Certification # 3255 5alancin \ r '13; LARRY G.BARTLEY CERTIFICATION 3255 Exp_ 3131/20 ciro��c Certification PROJECT: ZIGG'S COFFEE - WHEAT RIDGE 2900 YOUNGFIELD STREET WHEAT RIDGE, CO 80401 THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED THROUGHOUT THE REPORT. SUBMITTED & CERTIFIED BY: �8atancin NEBB TAB FIRM: B & B BALANCING CO. LARRY G.BARTLEY 14009 ELIZABETH STREET CER3255TION THORNTON, CO 80602 Exp_3/3y20 q% PHONE: 303-472-1892 CERTIFIED PROFESSIONAL: LARRY G. BARTLEY REG. NO. 3255 SIGNATURE: '", CIZ DATE: JUNE 12, 2019 8 & B BALANCING, Co. Roof Top Unit PROJECT: Ziggi's Coffee LOCATION: Wheat Ridge, CO PROJECT #: SYSTEM/UNIT: RTU -01 DATE: 6/12/2019 CONTACT: Michio Araki AUTHOR: Tested By: Michio Araki Date: 6/11/2019 Unit Data Unit Manufacturer TRANE Unit Model Number TSC036G3RGA02D0B1A100 Outside Air CFM Design 00000000170000000000 Unit Serial Number 190914292L Unit Discharge Horizontal Unit Filter Quantity 2 Unit Filter Size 20x35x2 DATE: 6/12/2019 CONTACT: Michio Araki AUTHOR: Tested By: Michio Araki Date: 6/11/2019 Test Data Total CFM Design 1195 CFM Total CFM Actual 1293 CFM Outside Air CFM Design 235 CFM Outside Air CFM Actual 239 CFM Return Air CFM Design 960 CFM Return Air CFM Actual 1054 CFM RTU-01/Supply Fan 1 Fan RPM Design RPM Fan RPM Actual RPM Motor Volts 1 210 Volts Motor Amps 1 1.5 Amps Motor Amps 2 Amps Motor Amps 3 Amps DATE: 6/12/2019 CONTACT: Michio Araki AUTHOR: Tested By: Michio Araki Date: 6/11/2019 Sheave Data RTU-01/Supply Fan Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size Sheave Center Line in. Test Pressures Motor Data RTU-01/Supply Fan External SP In Actual Motor Manufacturer US MOTORS Motor Frame Total SP Motor HP 3/4 HP Motor RPM RPM Motor Rated Volts 208-230 Volts Motor Phase 1 Motor FL Amps 5.7 Amps Motor Service Factor 610 Sheave Data RTU-01/Supply Fan Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size Sheave Center Line in. Test Pressures Fan SP In Actual 0.18 in. we External SP In Actual 0.12 in. we External SP Out Actual 0.07 in. we Total SP 0.25 in. we Filter Pressure Drop w/ CIg. coil in. wc. Cooling Coil Pressure Drop 0.1 in. wc. Log: RTU-01/Supply Fan 6/11/2019 Michio Araki Direct drive five speed motor running on low. Readings taken on low. RTU -01 Supply Outlet Summary System/Unit Outlet Type Size LxW / D % Prelim Deviation % Final Deviation Design Readin Prelim Reading Final Reading Outlet -01 N 12" 120 108 595 714 645 Outlet -02 N 12" 102 108 600 610 648 __Totals: - -_ 111 108 1195 1324 1293 RTU -01 Return Inlet Summary System/Unit Outlet Type Size LxW / D % Prelim Deviation % Final Deviation Design Reading Prelim Reading Final Reading Inlet -01 A 12" 66 110 480 319 528 Inlet -02 A 12" 67 110 480 321 526 Totals: - - 67 110 960 640 1054 B & B Balancing, Co. Roof Top Units Page 1 of 1 B & B BALANCING, CO. Fan Unit PROJECT: Ziggi's Coffee LOCATION: Wheat Ridge, CO PROJECT #: SYSTEM/UNIT: EF -01 Unit Data Fan Manufacturer Twin City Fan Fan Model Number T081 -A Fan Serial Number SYSTEMIUNIT: EF -42 Unit Data Fan Manufacturer Twin City Fan Fan Model Number T081 -A Fan Serial Number Test Data Motor Volts 1 113 Volts Motor Amps 1 0.2 Amps Total CFM Design 70 CFM Total CFM Actual 77 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps SYSTEMIUNIT: EF -42 Unit Data Fan Manufacturer Twin City Fan Fan Model Number T081 -A Fan Serial Number B & B Balancing, Co. DATE: 6/12/2019 CONTACT: Michio Araki AUTHOR: Tested By: Michio Araki Date: 6/11/2019 Test Data Motor Volts 1 114 Volts Motor Amps 1 0.2 Amps Total CFM Design 70 CFM Total CFM Actual 69 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps B & B Balancing, Co. DATE: 6/12/2019 CONTACT: Michio Araki AUTHOR: Tested By: Michio Araki Date: 6/11/2019 Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Tested By: Michia Araki Date: 6/11/2019 Motor Data Motor Rated Volts 120 Volts Motor FL Amps 0.3 Amps Motor Phase Motor RPM RPM Motor HP HP Motor Manufacturer Motor Frame Motor Service Factor Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Tested By: Michia Araki Date: 6/11/2019 Fan Units Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Page 1 of 1 Motor Data Motor Rated Volts 120 Volts Motor FL Amps 0.3 Amps Motor Phase Motor RPM RPM Motor HP HP Motor Manufacturer Motor Frame Motor Service Factor Fan Units Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Page 1 of 1 UNIT SCHEDULE I COOUNG IEATR:G OPERATIONAL IN Aub li OUTPUT UNIT TOTµ EIEC. SERVICE woG(LBUojqS) EER/,SEER W I/11BP SOTµ/SENS � KW)�, BH) PRIDE VOLTS/P4 VCA WOCP ACCESSORIES) COIDITONS NOTES 33 31.2/301 95 TB 61.5 208/3 525 61) BUD 1 11 SEER 10. UNIT TO INCLUDE ONE (1)YEAR PARTS AND SERVICE WARRANTY AND FIVE (5) YEAR CO/PRESSOR WARRANTY. It PROMOE SUED ONO PROGRAMMABLE THERMOSTAT WITH LOOONG COVER CONTRACTOR TO PROGRAM AND TRAIN OVMER'S Rc'PRESENTATVE ON PROPER OPERATION. 12. SUPPLY FAN TO OPERATE CONTINUOUSLY DURING OCCUPIED ROOM 13. SET M:NMUM OUTSIDE AIR DAMFER AS SPECIFIED ON SCHEW OUTSIDE MR DAMPER SOL CLOSE DURING UN-CCFSIPED NQLRS AVD DNF SNALL SVJT LYNAI 14.FIELD LABEL EACH UNIT. 15. UNIT REFRIGERANT TO BE R-1101 SCHEDULE E. SP. OPERATI COUNT(IN.. ATSTSaTYPE WO(WT) Va/PH/HGH NOTES ,eT.) oils) CNE 110 5 1.160 1 577 12011150 16 A I OCCURED HOURS. IT STIONS ANO FLEX CONNECTION. ROOF;O° LINT RELIEF ARTINSUUTED ROOF CURB SIMPLY Ni 1UF.N By UNT MF(R. (YM. HEIGHT; 14 ) OVISOE MR T B o e FVSRING CANT SOUP .. . ...�.. ROOF REFER TO PLAN . DICT ROOF JOIST SIZES AND CONFIGURATIONS. (TYPj� I &LY1,1CAL ROOFTOP UNIT DETAIL SCALLSCA'.' �FULL 52.0 EXHAUST PILANHA 6• HIEN OUC_ I h E%NAUST WCT �T T��T T�T T�,Ij�..---+ r \ F T`G7BOMD CEILING ESTROOM/MOP SINK EXHAUST GRILLE DETAIL V S:. F No 6OAF wide Airflnuv Calciiiatinn ate Procedure System Outdoor Air 20% mt Total Total Breathing Zone Air Zone Zone Outdoor Air Y Oxupanls Zone Outdoor Table 403.3.1.2 Air Distribution Distribution EMtdoOrAir primary !1•:11• Ft'I Air Flow Configuration Elfedweness Flow(Vm) Air Flow P'wM'd (VACFM) (EA (CFM) (CFM) Ceiling supply of warm air 15•F or 12 94 more above space lempemtum 0.80 118 1195 239 and ceiling return. A I 1801 F,171F,171 E(1_ 0 --..----___N\�TO RTU --L EF -2 2D 70 tJ U BA � {O u. N , MAIN FLOOR MECHANICAL PLAN N ROOF MECHANICAL PLAN 0 2' N 8' 1B 32' ® MECHANICAL DETAIL NOTES 1 RUN NEW DUCT ON ROOF AND IN9AATE TO WNMUM R-8 VALUE. 14•A DUCT PEFEIRATIN'S DOWN THROUGH ROOF TO SUPPLY DOFUSERS/RETURN OaL3ES, COORDINATE SEALING O ROOF PENETRATONS WITH GENERAL CONTRACTOR. (TTP) 2. B•W EXHAUST DJCTNG up THROUGH ROOF. SHALL NOT EXHAUST WITHIN 10' OF ANY MECHANICAL AR MTAIIE. COORDINATE LOCATION WITH MECHANIC EQUIPMENT PRIOR TO INSTALLATION 1 PROVIDE aB0. ON DIFFUSERS, EXHAUST. AND RETURN GRILLES (TYP) 0' 1 14 .li !1•:11• N ROOF MECHANICAL PLAN 0 2' N 8' 1B 32' ® MECHANICAL DETAIL NOTES 1 RUN NEW DUCT ON ROOF AND IN9AATE TO WNMUM R-8 VALUE. 14•A DUCT PEFEIRATIN'S DOWN THROUGH ROOF TO SUPPLY DOFUSERS/RETURN OaL3ES, COORDINATE SEALING O ROOF PENETRATONS WITH GENERAL CONTRACTOR. (TTP) 2. B•W EXHAUST DJCTNG up THROUGH ROOF. SHALL NOT EXHAUST WITHIN 10' OF ANY MECHANICAL AR MTAIIE. COORDINATE LOCATION WITH MECHANIC EQUIPMENT PRIOR TO INSTALLATION 1 PROVIDE aB0. ON DIFFUSERS, EXHAUST. AND RETURN GRILLES (TYP) r Manhard. June 11, 2019 City of Wheat Ridge Engineering Division 7500 West 291h Avenue Wheat Ridge, Colorado 80033 RE: Bioretention Basin As -Built Certification for Ziggi's Coffee 2900 Youngfield Street, Wheat Ridge, Colorado The purpose of this letter is to certify that the detention and infiltration facility for Ziggi's Coffee was constructed in accordance with the approved Civil Construction Plans, Drainage and Utility Reports, and local and regional jurisdictional design criteria and standards and specifications. Manhard Consulting performed the as -built topographic survey on June 7, 2019 for use in our analysis. The required infiltration area of 1027 square feet was designed to be provided at an elevation of 5534.3 refer to attached drainage map. The constructed pond provides an infiltration area of 1050 square feet at ±0.1' of the design elevation. The emergency spillway was surveyed at a length of 20.2 feet, and an elevation of 5537.4 feet (vs. a design length of 20.0 feet and design elevation of 5537.3 feet). The top of pond was surveyed at an elevation of 5537.9 feet (vs a design elevation of 5537.8 feet) providing 0.5 feet of freeboard. Based on the above information, it is my professional opinion that all work has been installed and is in substantial compliance with City of Wheat Ridge Site Drainage Requirements, the approved Construction Drawings, and the Grading Plan. Sincerely, DO t!C O�j ftp® ��Jr d rar 48683 :tz Daniel J. Rodriguez �`�•., •G� Registered Professional Enginee s`S`S/pNAL�� State of Colorado No. 48683 Manhard Consulting • 8008 E. Arapahoe Court, Suite 110, Centennial, Colorado 80112 303708.0500 • manhard.com a._m__a_ C%joa| JDLJUDH^�� �®-�i, n , §b.C%ji j}\( " i i ■ ] !| _!!! ■ ; . % ■ � � = �! ,,_ .. |!:{ -9 Z* \ II ■. /2 ` & •|!! |))§\ � \ . 13 s 3 %mw \ � a � { � \ . 13 s 3 %mw 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: Wit, ) 4* ¢= ST Permit Number: ❑ No one available for inspection:_Time AM/PM > Re -Inspection required: Yep ` No i When corrections have been made, call for re -inspection at 303 -234 - Date:— L, Z,;1_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:��i�G- Job Address: �� A)6 -F/ e- Permit Number:^� / 2�L ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes � No When corrections have been made, ca I for re -inspection at 303-234-5933 Date: l,- / �T ? Inspector: DO NOT REMOVE THIS NOTICE 4,43 i .. CITY O0 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: El(.-" D Permit Number: ❑ No one available for inspection: Tim M Re -Inspection required: Yes When corrections have been made, (W for re -inspection at 303 -234 - Date - ( 03 -234 - Date-( I City of Wheat Ridge Commercial Sign PERMIT - 201901152 PERMIT NO: 201901152 ISSUED: 06/07/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 06/06/2020 JOB DESCRIPTION: Install 1 sign on east elevation - 1 sign is pan channel letters on raceway wall mounted; 126 in x 26 in. x 18 in; 1 sign mounted above channel letters 59 in x 7.60 in; install 1 sign on west elevation - 1 sign is pan channel letters on raceway wall mounted; 126 in x 26 in. x 18 in; 1 sign mounted above channel letters 59 in x 7.60 in *** CONTACTS *** OWNER (303)478-5137 SILVEY PRESTON *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 1,018.62 *** 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. Signs may not extend more than 15 inches beyond the wall City of Wheat Ridge Commercial Sign PERMIT - 201901152 PERMIT NO: 201901152 ISSUED: 06/07/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 06/06/2020 JOB DESCRIPTION: Install 1 sign on east elevation - 1 sign is pan channel letters on raceway wall mounted; 126 in x 26 in. x 18 in; 1 sign mounted above channel letters 59 in x 7.60 in; install 1 sign on west elevation - 1 sign is pan channel letters on raceway wall mounted; 126 in x 26 in. x 18 in; 1 sign mounted above channel letters 59 in x 7.60 in I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work toe performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 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 i ce or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app l a co e or any : dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheat Ijdgc MUNrt'Y DrvL,L01 Mr -.N-1 Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permitsna.ci.wheatrid e.co.us FOR OFFICE USE ONLY Date: & / e�/ / Plan/Permit # (aV RIO 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: CQq 00 ",(X 1, e__ '�_ S'4�' A- 4 A Property Owner (please print): Phone: S03- Property 03 Property Owner Email:,( cna'CA . Ccry1 Tenant (Commercial Projects Only) —2 t Property Owner Mailing Address: (if different than property address) Address: State, Zi Arch itect/Enaineer: 1" , k -V-� `_ f ` C Y� GY cs►^ Architect/Engineer E-mail: t1a4c1 (� 1�ahoy-C,iA Phone: 30'3 .— -77,? - 6(o d Contractor Name: "r'b Clr'C'4 cs � City of Wheat Ridge License #: Phone: 72_c--7??- 3??5' Contractor E-mail Address: 0- �i'O n <Cyy-\ For Plan Review Questions & Comments (please print): CONTACT NAME (please print):_ Ck&L Phone: � Z� - -71 CONTACT EMAIL(p/ease print): (fYYxc� (P if Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # they CityJ�censed Sub: Other City Licensed Sub: y License # City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 0 J VVI OLA 4b �4'��'`� • � �`�- c� � �� �� '� 12(0 � ��c ,� l". �'u��-� Y\ s� ,7 � , �". 6 (10 �J� �' 1 . il� '� �i�v'1 . C � 7 J � �.�, �. Sq. Ft./LF 2261 ►' '5,11 BTUs C) 000 5TUA Gallons 0 . CX)O Amps 3.-Z Squares &XV,(,1k0yX W�U+ IS ft\A-11%,n� / %r ICS uJV. Commercial Projects Only: Occupancy Type: ' n"h Construction Type: Nktp Occupancy Load: LA,ti',XAAA Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 90 OOU 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: (OWNS �LCONTRACTORJ,,or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: �f�i�fiN DEPARTMENT USE ONLY ZONING COMMMENTS: f)9K CUtC�, L,,` 1-r�OCCUPANCY CLASSIFICATION: 13 CONSTRUCTION TYPE: Reviewer: i BUILDING DEPARTMENT OMMEN : Reviewer: C hM PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: vy% `^w 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: 02qoo Contractor: lj��6 Crd� SL,, 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 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- 412- square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet —Site Plan 141 C � 3 � - - - 3/16" White Acrylic Faces .090" Painted Aluminum Backer Power Connection _-yC Wow sci LvMifC7101181Nr.MW N�!"IbOM�llalC/lti rhW E*dAcel , corawcwn By Odws Wim• Wft4I iW— R88WA01 Wo rlwlwssw�NwO .aWAWrri+rn+ L~FAkm Aff now" LNGW Fam wvLI8DSvVpVVft WPA6ftft"Q GOWMAD �� 12V 112W LED Power Supply •r - --- 3" Gloss Black Aluminum Returns 3/4" Black Trim Cap Raceway// Painted To Match Awning (SW9183) 126.00" ftdowalwcemobw6vto e* APPROVED 0 i Digital Print Translucent Vinyl Matte Laminate LI LaIMUWff0SUL W4 t+o rT09000MOCAU i 22 .G j sq .,P4. prsMoon4MMs ElectricalFhel By oftn city of CO J�'` VVh�t I�-��e MMUWlY I'Avuvr W.N l APPROVEQ fiance h PIMDaft _ w AMANU eiaw,tW nN r• •,mm r�r, AWAkMmm I-Ap"Wiftcep J7rPbxvMidIWfto. aSOCKVAft ,&LED LMWIN* lvdaw"OH010 •. •n oAo.o sej ,p,stor1w w' 4a►iro.ra r/ e1rk . »� adr •r �•�r ahwa#��� Now"ItowauMM'bfsa%Wor ZWM (MOO-VANNOR rNMaddren aM�r�fw�.MwMragrM.+�:�,r�•�ort 3OOIA lWSoso Power Connection __dbElsts~--sip-- -- Mlhwe�I�GOMti� 3 I I' S�MOM nov�ra/1.t�nvs I" Gloss Black Trim Cap 0^ Q►Meov t EAST ELEVATOV jotswwv «nurt4m _�oits/snips UD%Wftj3XAmps � 1 or cwyat . Wheat Rtdge Final Electrical Cainecfiw By Others urs womw d st4afoM WO PAA*W 90* persiMaandYa _ 3/'16" White Acrylic Faces -- - - - .090" Painted Aluminum Backer Power Connection AW arrrANV .t"Wrew UVUDSuppl *% sit•f (tend+*"W,W WIFUAftliulft .oerr>~kMMM LAW9W* IN / 12W LED Power Supply 2!4`db&WbgpHd* -- - 3" Gloss Black Aluminum Returns 3/4" Black Trim Cap - Raceway # Painted To Match Awning (SW9183) 126.00" - -- - _ - - - --- ► - 59.00" - Digital Print - - Translucent Vinyl Matte Laminate Power Connection i 7.60" 1" Gloss Black Trim Cap tt11!!lGT10MifLbAM.if1!!t1 Noaassars sraraMMi f&dWnrSasw **W pKaOeooadWons srrf�l.dR. L~ n. f ivea 1liftcup Orf WO*AL~fb= X14. NOW"sstes >W UD9WP rwr. vrPWIk11111 q+wvow 1*ft .ttAWAWWMWn i+rtl AWk PROCRAF T CUMOMW ', �/stars/tip wrr..tt�tAtoraosoAet pf�t t►tfr,w J°b --fes + fa""bK ----- lo� 07 tI33;AW;** idge _-- _- >aQdo vison WEST ELEVATM Nty cu_storrw_ MokCafte-MANNdso, 3MYM- WMWd 0 1W day//11p *wAng scab r T41 lJClAiA pfcoarlirrlt )ob name number drol. VOW F city of wheat Ridge City of Wheat Ridge Commercial Sign PERMIT - 201900940 PERMIT NO: 201900940 ISSUED: 05/09/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 05/08/2020 JOB DESCRIPTION: Commercial sign, installation of pole sign, aluminum sign cabinet with white acrylic faces and 3M vinyl graphics, illuminated with white LEDs, welded with 3/4 plate compression rings. 120v 3 AMP. Square feet: 60 *** 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. Sign shall be re -located per approved plans of record as shown on red -line notes on plans. Ziggi's Coffee *** CONTACTS *** OWNER (303)233-4000 YOUNGFIELD PARK HOLDING INC SUB (303)447-1101 WILLIAM HAYES 110254 SIGNDEALZ *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,027.00 FEES Total Valuation 0.00 Plan Review Fee 194.61 Use Tax 315.57 Permit Fee 299.40 ** TOTAL ** 809.58 *** 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. Sign shall be re -located per approved plans of record as shown on red -line notes on plans. City of Wheat Ridge od, *00 r, Commercial Sign PERMIT - 201900940 PERMIT NO: 201900940 ISSUED: 05/09/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 05/08/2020 JOB DESCRIPTION: Commercial sign, installation of pole sign, aluminum sign cabinet with white acrylic faces and 3M vinyl graphics, illuminated with white LEDs, welded with 3/4 plate compression rings. 120v 3 AMP. Square feet: 60 Ziggi&439;s Coffee 1, by my signature, do hereby at that the work o be performed shall comply with all accompanying approved plans and specifications; applicable building codes, an all applicable mu cipal codes, policies and procedures, and that I am the legal owner or have been authorized by th.leg11 owner of the prope and m auth zed to obtain this permit and perform the work described and approved in conjunction with Is'ppermrt I further attest th 1gIly a orized to include all entities named within this document as parties to the work to be perfor�ngd and that all workyto be io m is dilosed in this document and/or itis' accor}ipanying approved plans and specifications. natire of OWNER or TCTOR (Circle one) Date ` This permit was issued bas o the information provided in the permit application and accompanying plans and specifications and is subject to the compliance- ith those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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. 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. 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. 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. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. V Signature of Chief Building Oficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DocuSign Envelope ID: 6FFFDADA-E110-4ADD-A85B-AA8512422415 °' City O( l�W heat � e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /0/.� Plan/Permit # 1J6 0 r7 �/ G 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. 2900 Youngfield Street, Wheatridge, CO 80401 Property Owner (please print): Propp Realty Management LLC- Daryl] Propp Phone: 303-233-4000 Property Owner Email: dpropp@propprealty.com or office@propprealty.com Tenant (Commercial Projects Only) Preston Silvey - Ziggi's Coffee Property Owner Mailing Address: (if different than property address) Address: 12600 West Colfax Avenue Suite B130 City, Stat, wood Colorado 80215 Architect/Engineer: NA Architect/Engineer E-mail: NA Contractor Name: Signdealz Corp City of Wheat Ridge License #: 110254 Phone: NA Phone: 303-746-0850 Contractor E-mail Address: bhayes@signdealz.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Amber Daugherty Phone: 720-595-1720 CONTACT EMAIL(p/ease print): amber@signdealz.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 # DocuSign Envelope ID: 6FFFDADA-E110-4ADD-A85B-AA8512422415 ® 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. Manufacturing & Installation of Pole Sign Materials to be used: 46' step down pole 26' to be 12.75" pipe and 10' to step down to 8.625" pipe. Buried 11' below grade, 35' above grade, wleded together with 3/4" plate compression rings. 7'11"h x 6'w Aluminum sign cabinet with white acrylic faces & 3M Vinyl graphics. Internally illuminated wit White LED's. Power requirements 120v 3 AMP - Provided by customer Sq. Ft./LF 60 sqft BTUs Amps 3 Squares NA NA Gallons NA Commercial Projects Only: Occupancy Type: Coffee ShopConstruction Type: NA Occupancy Load: NA Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 15,027.00 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last na eb(t b4l(cs DATE: 05/06/2019 Printed Name: William SetlS`80FF04A1 ZONING COMMMENTS: P)PST'=\-� u)I Vh ocnCL-tic-n -)r Sicr'i Shc tt Gc ed c+;z 1GGi�a>c Reviewer:_l��'* (Se:e M6 L, BUILDING DEPARTMENT COMM NTS: Reviewer: s �l�tA PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: - Building Division Valuation: I S C) City of W heatdge COMMUNITY DEVELOPMENT Memorandum TO: Case File SUP -15-04 FROM: Meredith Reckert, Senior Planner DATE: October 5, 2018 SUBJECT: Modification of building architecture Case No. SUP -15-04 was a request for approval to allow a drive through facility at 2900 Youngfield. Accompanying it were two additional cases: Case No. WA -15-13 and WSP-15-03. The intent behind the application was to construct a 432 square foot drive through coffee facility (The Human Bean) on the premises. Included with the SUP was a site plan (Case No. WSP-15- 03) with a 5' variance to the 20' build -to requirement along Youngfield (Case No. WA -15-03). The SUP with site plan and variance was approved on November 9, 2015, with the following conditions: 1. The grant of use run with the property. 2. The Special Use Permit shall comply with all material representations, commitments, and operation restricts as depicted in the application material and documents maintained in the case file. The approved coffee shop was never constructed. Staff was recently approached with a request to assume the SUP by another coffee vendor (Ziggi's). While the architecture has changed, there are(no changes proposed to the site layoik facade articulation, the amount of masonry on the first story, building locations, the amount and location of landscaping, the amount of parking and circulation, and civil plans. The elevations are consistent with the requirements of the Architectural and Site Design Manual. Conclusion Staff concludes that the proposed changes are consistent with the criteria listed for an administrative site plan amendment and that the approved architecture can be modified without submission of an entirely new site plan. No referrals to outside agencies or other city departments are necessary. All of the other sheets in the approved site plan still need to be followed. The developer can proceed with a building pen -nit application. RI V E D 7500 West 29th Avenue '!' 11 - I \. City of Wheat Ridge, Colorado 80033 Wheat 1 ids kyt7- 303.235.2846 Fax: 303.235.2857 Approval of Special Use Permit, Variance and Site Plan WHEREAS, an application for a Special Use Permit, a Variance and a Site Plan was submitted for the property located at 2900 Youngfield Street to allow a drive through facility with a 5 -foot variance to the build -to requirement in the Contemporary Overlay district in the Architectural and Site Design Manual referenced as Case Nos. SUP -15-04, WA -15-13 and WSP 15-03; and WHEREAS, City staff found basis for approval of the Special Use Pen -nit, the Variance, and the Site Plan, relying on criteria listed in Sections 26-111, 26-114, 26-115 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26-109 of the Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that a Special Use Permit to allow a drive through facility with a 5 -foot variance to the 20 -foot build -to requirement on a property zoned Restricted Commercial and located at 2900 Youngfield Street (Case Nos. SUP -15-04, WA -15-13 and WSP- 15-03) is granted based on the following findings of fact: SPECIAL USE PERMIT I . The proposed improvements are consistent with the land uses in the area, the RC zone district regulations and in substantial compliance with the ASDM. 2. There is adequate access to the property. 3. Approval of the SUP will result in vacant property being developed. 4. The request will not have a detrimental effect upon the general public health, welfare and safety of the surrounding area. VARIANCE 1. The proposed location will be compatible with existing structures and site design in the area. 2. The proposed location will provide ADA compliant pedestrian access to the site. 3. The proposed variance will not have a detrimental effect upon the general public health., welfare and safety of the surrounding area. SITE PLAN 1. A site plan was properly applied for and is in substantial compliance of Section 26-111 of the City Code and the Architectural and Site Design Manual. WITH THE FOLLOWING CONDITION: The grant of use shall run with the property. The Special Use Permit shall comply xvIth all material representations. commitments. and operation restrictions as depicted in the application materials and documents maintained in the case file. ! I - I D(ate )ocuSign Envelope ID: 6FFFDADA-E110-4ADD-A85B-AA8512422415 Freestanding Sign Calculation Sheet m You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. cQLORP�O Project Address: 2900 Y°u^9fie'd Street, Wheatnd9e, CO 80401 Contractor: Signdealz Corp / Signage Broker You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. A Step 1: Determine the square footage of the building: r6v�__ Building size (in square feet): 485 (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: pecial Use Permit approved for a 35' sign and 60 sgft' If the building is 0 — 1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: - 1,501 = - 50 = + 35 = Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = - 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = _ 1,000 = + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. F]Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. 4tt 26190t)qf1Z) Continued on back DocuSign Envelope ID: 6FFFDADA-E110-4ADD-A85B-AA8512422415 The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within '/4 mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be 35 feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback 10 feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. Zl Reviewed for Zoning Compliance by the �� + City of Wheat Ridge Planning Division APPROVED 1 v i r n C en CLQ t 1 C.sti J By: Ijs DATE: 5) q 1 I q COMMENTS:S IF kq1n];j =4 = 2900 Youngfield Street, Wheatridge, CO 80401 City of ' Whcatf dge COMMUNttY I)1V11()1MtN1 APPROVED Reviewpd for Code Compliance Per --- City of heat "loge Plax miner Date Vilidity of oermtt: The issuance of o permm or opprovoi f pions spec, and oomputobons shall not be o perm,t for, or on appmvat of, o,ry v,olobor► Signdea IZ any of the provisdom of the budding code or of wry C ty ordinonas. 8 we"" or" autwHty to vlodote or canal the M"" of the nada or Omer ordinotx"of We City sholl not be valid GREAT SIGNS AT GREAT PRICES WHAT MAKES SIGNDEALZ BETTER ? Signdealz Corporation History In 2011, William Hayes, owner of Signdealz invented a new approach to manufacturing custom electrical and architectural signage using a cloud network of sign professionals. We believe our strength lies within our vendor network of independent wholesale contractors and manufacturers. Signdealz has created a market approach driving up quality, while providing more options, savings, and benefits for our customers. With our vast network of proven and tested professionals from across the country, we can deploy any size project in a cost effective and high quality manner. Signdealz has successfully executed over 1200 unique sign projects since 2011. Design: Signdealz design network allows us to dynamically meet demand based on the needs of our clients without paying for costs of a fixed design staff. We have access to award winning sign designers, engineers, interior designers, architects, and graphic artists capable of solving any design related challenge our clients have to overcome. Project Management: Signdealz project management team may be small, but our abilities are large. Signdealz deploys our proprietary project management process developed over seven years and hundreds of unique projects. The result is a highly detailed process designed to ensure the quality and execution of any sized project on time and on budget. Our project managers have decades of experience deploying sign projects across the country in completely remote environments. • Visual Verification: Our clients see pictures of every product before it ships out to ensure it meets their quality standards. • Project Checkpoints: For each stage of your project, our team requires our vendors to verify specific quality checkpoints through the process of fabrication and installation. • Project Plans: Each type of project has it's own unique project plan associated with it. This ensures your project is properly managed based off the project scope. • Communication: Signdealz project managers touch each of our clients weekly based on the stage of the project. Communication is the key to a successful project! Technology: Our project management and project deployment system have been designed in house and reside on state of the art . We also utilize a fully electronic document management system with digital signatures for all permits and contracts. We can even share our full project environment with you so you can see the progress of your projects in real time. Fabrication: Signdealz has spent years developing and qualifying our network of wholesale manufacturers that compete for your business. Every shop is qualified before they enter our network. Signdealz uses a vendor scorecard to qualify vendors in our network. Our vendor network spans the entire US market. Installation: Choosing good installers is not easy. Signdealz connects to our nationwide network of sign installation professionals together, giving us unprecedented option for servicing and installing your sign package. We have converged multiple trades into one platform. Electricians, lighting installers, concrete fabrication, digital signage installers, stone masons, high rise installations, or just applying window vinyl, we have the team to get it done right. JeO] bigndealz4E@ GREAT SIGNS AT GREAT PRICES Pole Sign: Double Sided SIGN 0 P Izigg] S1 COFFEE 16.9" 7.311 9.511 120" x 72" = 60 SQ FT Fabrication Specs 20" Deep fabricated .090" aluminum pole sign cabinet White acrylic faces with 3M translucent graphics & trans digital print 11' 1.5" Aluminum retainers & 20" deep returns Internally illuminated with white LED's Electrical Specifications: Who Makes Electrical Connection: Signdealz - GC Power Requirement: 120V 3 AMP - Standard 20 AMP 3' unt Signdealz ziggi s uottee `�"'"" A1 -'1 -'KV VAL: Cle SigndealzEll 1062 DelSt PROJECT NAME: (legible) 9 ) Building Divison c aware Exterior Signage TH Customer Signature le ible Denver, CO 80204 LOCATION: ;2900 Youngfield Street, Wheatridge, CO 80401 ' 1-800-405-0686 ( , ' , ; ' OPPPH ORTUNITY / P.O. NO(#): OP -BH -003081 I SALES: BILL HAYES PAGE 3 NDATE: 5/4/19 Approval Date: THIS IS AN ORIGINAL DESIGN / DRAWING CREATED BY SIGNDEALZ CORPORATION AND REMAINS THE PROPERTY OF SIGNDEALZ CORPORATION UNTIL TRANSFER BY SALE. ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN $1000 FINE. COPYRIGHT 2011-2017 SIGNDEALZ.COM LUse Experienced Excavation Crew to Perform Foundation Excavation. Where Required, Place Electrical Conduit In Foundation Prior to Concrete Pour. Wei V OUT TO OUT OF COMPRESSION RINGS 12.75' O.D. PIPE--`/� A 20901SWI= 4 Rain Cap Make 1 .1 Larger Than Lower Pipe TYP >3K" Plate Compression Rings Weld Rings to Larger Pipe w/4 x 3Lr,') Evenly Spaced Slots at Each Ring All Slots to be Centered on Compression Rings. Mm I I I 2`--5" Cup Top of Pipe 1 K8.625"O Pipe 0.4116" Wall I . - 91OZ11MI11911 B I 3'–O"o I FOUNDATION ELEVATION SCALE: Y�" = V-0" SPLICE DETAIL12 75"0 Pipe 12.75"0 Pipe SCALE: V-0' IZ 0'3'75" Wall "1�0,375" Wall ,--1235"o Pipe tra0,375" Wall LO Pipe is to be Rejected if Splice is Not Fabricated Per the Detail Contained on This Drawing. Finished Grade Finished Grade Finished I t STRUCTURE ELEVATION STRUCTURE PROFILE SCALE. 1'-0' SCALE. 1'-0" 111*411111• Building Code: IBC 2015/ASCE 7-10 AnaD–AISC 14th Chanter 16: Section 1609.3.1 Ultimate Wind Speed Vot - 140 mph Nominal Wind Speed Vara = 108 mph Risk Category. I Vd = VWoF0—'6 This concrete foundation has been designed in accordance with ACI 318-11 Allowable lateral soil pressure = 100psf/ft with 2x increase applied. Concrete Shall Develop a Minimum Compressive Strength of 2500ps! in 28 Days Verify Site Conditions Prior to Construction. SECTION SCALE: 1 "-0" cfty of Wheat Rid, , g, e 8`1dinq Di", Site Plan t 10' SETBAC U SII 5 71* RISERS A" l EX I ANOSCAPE AREA WALK (PMON S46W CONCRETE ' W" TABILES FRONTAGE •, t S l n S InCx- j► 'b z 1 G cc1.%e.Cl h e -c o- Pkbc 0 -PP ceu Q -0t P I c" S U -.P 1 S 04 -- Sc e 0.t-AftC')ecA VVV OWING LANDSCAPE AREA L'4(f 1SOM' LANDSCAPE PROPOSED V X 14" X 6` AREA TALL CMU TRASH ENCLOSURE ON ASPHALT Ru24.5(Y — ` CONCRETE SW PAVING `• I R*25a -- - s p ... 4. ectiAm _.: "P. Of 8) `' ..... _ t. f R 3.IXY — 1 RAMP s r` ---- PAINTED STREP3NG w _.......- .... - "" 7 - , FLOS'MPCONCIlI� PAM ( r Li 12 5 ACCP r` LrGHT POLE PARKIAIG SIGN W .i Q PROPOSED Z486 54 230 o aLDt ILL�, ~� BIKE RACK Pitt N STATES I � „ -- WALK LSP ORDER STA. N ) R* LOW STOP SIGN _J '�. { TRANSFSIRMER , b CURB AND GUTTER 0 LI DPA LARDS (TYP. OF 3) RE: LANDSCAPE �" CURb AkID GUTTER PAANTIEDARRIOWS #T1tP,OF n ASPHALT ` PAVING z ,i1S0. S S 1'40' W 'l° North 2z f t XMAX WALL HEIGHT a 11 S' _... EXISTING LAADSCAPE AREA City of S)gndealZ CUSTOMER NAME: gg, DESIGNER APPROVAL: INSTALLER NOTES Zi i s Coffee DIP Signdealz�® PROJECT NAME: Exterior TH 1062 Delaware St g (legible) t3uiidin � Customer Signature Denver, CO 80204 �ocarioN: g Divi son .2900 Youngfield Street, Wheatridge, CO 80401 WOPPORTUNITY / P.O. NO(#) OP -BH -00308 I SALES: BILL HAYES i l i PAGE 5 °ATE: 5/4/19 Approval Date: THIS IS AN ORIGINAL DESIGN / DRAWING CREATED BY SIGNDEALZ CORPORATION AND REMAINS THE PROPERTY OF SIGNDEALZ CORPORATION UNTIL TRANSFER BY SALE. ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN $1000 FINE. COPYRIGHT 2011-2017 SIGNDEALZ.COM By Initialing this Box, Customer "Agrees" that He/She "Approves" of the following Colors and Materials specifications listed. Customer "Agrees" that Signdealz is "not" responsible for Color Accuracy if Physical Samples have "not" been provided. It is the Customers responsibility to Request Physical Samples. COLORS & MATERIALS LIGHTING White LED's APPROVAL OF COLOR(S) & MATERIAL(S): Customer Initials r' Approval Date: = • IMMMINNIM. 11 ► • Unless otherwise Noted in Contract, Electrical "Runs" or Final Electrical Connection Charges are not included. Illuminated Displays are Wired for 120V unless otherwise indicated on Drawing. Customer Initials Approval Date: p, Ef - L ------- "'0010, ... �.`� 11; As the Manager / Landlord / Homeowners Association Representative / Owner of the above mentioned property, I (we) represent that I (we) have the authority to sign this Approval Authorization and hereby do "Authorize" installation of Outdoor Signage at the above-mentioned address by Signdealz, Inc. of their authorized subcontractor. I (we) have reviewed the Sign Specification package, and "Approve" the modifications to the property listed on the Sign Specifications package. Landlord / Mgmt. Initials Approval Date: I� v Landlord / Management: Email: City of liplealz CUSTOMER NAME: gg, Zi i s Coffeerel DESIGNER APPROVAL: INSTALLER NCT=1160 106_ Delaware St Signdealz TH PROJECT NAME. Exterior Signage Customer Signature le �® Denver, CO 80204 ible 9 (legible) KU11dn 9 DIV)SOR LOCATION: :2900 Youngfield Street, Wheatrldge, CO 80401 W' PAGE 6 •1-80NE 0-405-0686 OPPORTUNITY / P.O. NO(M)OPPORTDNITI / P•�• OP -BH -003081 BILL HAYES"`ES: BILL HAYES DATE: 5/4/19 Approval Date: THIS IS AN ORIGINAL DESIGN / DRAWING CREATED BY SIGNDEALZ CORPORATION AND REMAINS THE PROPERTY OF SIGNDEALZ CORPORATION UNTIL TRANSFER BY SALE. ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN $1000 FINE. COPYRIGHT 2011.2017 SIGNDEALZ.COM DocuSig,i Envelope ID: 83C50AE2-4D5C-4CB4-B865-239263F3AE37 CUSTOMER (ONLY) By Initialing this Box, Customer "Agrees" that He/She "App -roves" of the following Colors and Materials specifications listed. Customer "Agrees" that Signdealz is "not" responsible for Color Accuracy if Physical Samples have "not" been provided. It is the Customers responsibility to Request Physical Samples. Oft White LED's APPROVAL OF COLOR(S) & MATERIAL(S): Customer Initials Signdealz �jp SigndealzQ E" 1062 Delaware St Denver. CO 80204 Approval Date: CUSTOMER NAME: Ziaoi's Coffee 12MMME. 1111MEWIT14-310 =62 Unless otherwise Noted in Contract, 1k Electrical "Runs" or Final Electrical Connection Charges are not included. Illuminated Displays are Wired for 120V unless otherwise indicated on Drawing. Customer Initials DS 111��r4/23/2019 PROJECT NAME: Exterior Signage LOCATION: :2900 Youngfield Street, Wheatridge, CO 80401 OPPORTUNITY! P.O. NO(g): OP -BH -003081 I s"'' BILL HAYES DATE 4/23/19 DESIGNER TH PAGE 4 Approval Date: I APPROVAL. Customer Signature (legible) V M. I ITS I on We 1381 NO Am, WAT IT 11 MS. Name mr-To As the Manager / Landlord / Homeowners Association Representative / Owner of the above mentioned property, I (we) represent that I (we) have the authority to sign this Approval Authorization and hereby do "Authorize" installation of Outdoor Signage at the above-mentioned address by Signdealz, Inc. of their authorized subcontractor. I (we) have reviewed the Sign Specification package, and "Approve" the modifications to the property listed on We Sign Specifications package. Landlord ( Mgmt. Initials Approl Date: Landlord / Management: Print Name: / `/ G1 Address: p Rea, IMiagernen 12600 W. Colfax Avenue Suits 8130 Lakewood, CO 80215 Cc -a,�- 4�W Emaii: C -cry, � DocuSigned by: 77;:7 `� liest Ridge A�,,yMsMWA2423/2019 THIS IS AN ORIGINAL DESIGN I DRAWING CREATED BY SIGNDEALZ CORPORATION AND REMAINS THE PROPERTY OF SIGNDEALZ CORPORATION UNTIL TRANSFER BY SALE. ALL RIGHTS RESERVED. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULT IN $1000 FINE, COPYRIGHT r - SIGNDEALZ.COM WEST ELEVATION (3/8- = Y) HUMAN FAN; EAST ELEVATION (318- = I) KEY NO rF5 1. 5111101ING11RO 'LION WITH FACE OF PIL11,111C11111.14 Z STEEL BOLLARD, OLLYGROUTED ALIGN WITH LEA-'ING EDGE OF PILASTER " 3. "HUMANBEAN' ",GHT PMPURE, ALIGN WITH 10P OF WINDOW S. STRUCTURAL CANOPY WITH METAL ROOFING INTEGRAL PART Of BEERS. ELEVATION 7� JUNCTION BOX FaR CAMERA. PROVIDE BACKING =CkR MOUNTING (SECURITY SYSTEM OFOI BEAN" MUMAN (OFC) 2 TYPIC 11.. 10 FLOOR LIGHT, SEE DETAIL 11 MOUNTINGPLATE R FLAG POLL (FLAG BRACK"OFO), 1' *2 PANEL 13 DOOR HEAD FLASHING 14 PHONE;SL-* 15 IRRISATICOANCEOCNONRNE'4 CAND RISER. 16 HOSE BIBB EROS PROOF 17 DO'EMOROUTLE7 W? FH WEATHER COVER It GAS METER/PRE5'URE REGULATOR 21 "HUMAN BEAN. BUILDING SIGN (OF01) 23 STAINLESSSTEF, jFRV�NG*RELF 20. DOWNSPOUT LEADER HEAD PRINT TO MATCH BACKGROUND COLOR 'wW 121m PUNTS noo CDLOR: W SM Fwth sw4loss L-2 SILL2(4IU:OD FS *,NfloWRA—S MATERIAL N $It= WNTWII YF2F —L M.4L FI[ASN: RAYDG KFIffl— pj MANUFACTLUR, F=R w—RED IRAM FRKWI YM16u15S KF,LE. ftERMUNO Gm(GlAiS AMEAKANMIaMNJM BENERAL-1.1" DMF WEwNAIODOfD F-1 Ile SOUTH ELEVATION (3/8" = 1"i N NORTH ELEVATION (3/8- l') 9&Kf&wm WONCT RRi V 5 IDEATED WMIR, ' f MNTF/MDRMY CbE:.LAY MIA "MW mtY 'TSHOIADRL WqDYNATTw CANOPY a- TEKA',—IR I., QE N.l S6—X*T—A)0RNGAPD4M9(YLS—MT0F1 aA �GM[ttaElG THAI CIN M REMOVED AHD MUST Y MUNTAXEU tN T11F SAMf AtawER ASTHf REST Oi THE F%TFYbJIE QE 111E f(PRICNRE. FACADE.. MVATNk1 —hum (), THE STRLKRff MF MNam wwftNES. RE W.M-w "TES.0 gut AND PANTED MATCH l.e .1. COLOR W INE PRiAEARM sl9 'URE. uaawAEtts PYLON SIGN DETAIL (NO SCALE) ti City Of Wheat Ridgy;,, BUIlding Di„al,. ANICI 35'A.Q. DC40UFACt PYiOV.'TGW 70' W 16' Mp CAW*f -tF)"MFWz vNft GkAPW:6 VL LAOMW6IJ LU49W PC�4 -)O'xSwk-PRE x 9- ZESP PAttdT a WVn C Lk USTEP I 0 m City or Wheat Ridge Si Plc-, ci-ppi- coud per S Y-,O_A ► br IGG0-ec1 OU i c Cc.--hc.,n 3 ncLn cv-,, c� per cvI 1-i PL A N THE HUMAN BEAN j 2900 YOUNGFIELD STREET, WHEAT RIDGE, COLORADO FL, ROAD i W W F_ In 0 ; W 0 CLZ 0 } n I IJTIUr POLE I 3 STAIRS WITH j7.5' RISERS ANDIJ TREADS -""-"--" 37.5' VARIES IX LANDSCAPE AREA R=24.50' • LANDSCAPE CROSS WALK AREA u 3 a aF U SD, �111-- i�Z3 n LIGHT PoLE a 42, vi 2 RAMP a 12' _ f • PROPOSED 8 . COMMERCIAL ' 432 S.F. <9 m BUILDING f PICKUP BIKE RACK • STATION EX. PAVED PARKING AREA OFFICE BUILDING EXISTING LANDSCAPE AREA II LANDSCAPE PROPOSED B' X 14' X 6' AREA TALL CMU TRASH ENCLOSURE ON CVS I I ASPHALT PAVING �- WALKUP / �r •• ai. ORDER STATION 8.34.50' L��g3 CONCRETE STAB 040 �r II I' �xg;� (TYP. OF 21 R=2.50• I- 1. ALL PROPOSED WALLS TO BE KEYSTONE RETAINNIG WALL SYSTEMS OR APPROVED EQUAL8 2. PATIO CONCRETE TO BE COLORED"FLAGSTONE BROWN' p641 BY DAVE COLOR. ` 9 c�_@@S.�Ej 3 / q \ P100 Zp EDGE OF i R=10.00' R'400' CONCRETE PATIO CONCRETE 4"BOLLARDS , 16� /OQO O20 W PROPERTY LINE — — — DRAINAGE EASEMENT $PH §IAB WITH TABLES R=3.00' 8) C' 4' —H n / J RAMP RAMP I LIGHT POLE 8.25.00' MAX WALL HEIGHT -13.5' � / RAMP L.L EX. UTILITY POLE 150.00' S89'33'40 -W EX, SIGN TO BE EXISTING LANDSCAPE - o d PAINTED STRIPINGR=2'00 . c EXISTING SIGN EXISTING PAVED PARKING AREA E. Z.2 W FIRE HYDRANT W 3 inZ BUREAU OF LAND UNE OF I TTT�T�JTTL'{�T���l EX. RETAINING WALLST" GOE'EN I. a w CONCRETE PAN ya CONIFEROUS TREE ? � LLJ $ m J N R=2.00' o ACCESSIBLE FIRE HYDRANT J I O u W PARKING SIGN LIGHT POLE SIGN - UTILITY POLE LIGHTED PATIO BOLLARDS LANDSCAPE GUY WIRE O JyL )t.L (TYP. OF 3) RE: LANDSCAPE } AREA ® GAS METER S 39' 6'CURB AND GUTTER OL N TABLE o / F . ��c PAINTED ACCESSIBLE PARKING SYMBOL o1n�- R-25.00' SSr' b ' - TI li PAINTED ARWS i o VEHICLE STACKING SYMBOL jTYP. OF 7) $ g u SNEET kidyT WHEELSTOP (TYP. OF 4) ASPHALT PAVING / / 0 G`SQ N 0 ''1 20 SCALE: 1"=10' Y � m �- WALKUP / �r •• ai. ORDER STATION L��g3 CANOPY •* 040 �r �xg;� (TYP. OF 21 •015 I- 1. ALL PROPOSED WALLS TO BE KEYSTONE RETAINNIG WALL SYSTEMS OR APPROVED EQUAL8 2. PATIO CONCRETE TO BE COLORED"FLAGSTONE BROWN' p641 BY DAVE COLOR. ` 9 c�_@@S.�Ej 3 / q GAS METER P100 Zp EDGE OF �3w R=10.00' R'400' /Op� 6'CURBANDGUTTERO P CONCRETE A&M0 STOP SIGN 16� /OQO O20 W PROPERTY LINE — — — DRAINAGE EASEMENT $PH §IAB TRANSFORMER 4' —H n / I LIGHT POLE 8.25.00' MAX WALL HEIGHT -13.5' � / e EX. UTILITY POLE 150.00' S89'33'40 -W EX, SIGN TO BE EXISTING LANDSCAPE RELOCATED d EXISTING _ LANDSCAPEAREA--___.____ EXISTING LIGHTPOLEEXISTING LIGHT POLE c EXISTING SIGN EXISTING PAVED PARKING AREA E. FIRE HYDRANT W 3 inZ BUREAU OF LAND TTT�T�JTTL'{�T���l EX. RETAINING WALLST" GOE'EN I. N 0 ''1 20 SCALE: 1"=10' Y � m L��g3 INFILTRATNE SURFACE AREA �xg;� NOTES =;:;i9 I- 1. ALL PROPOSED WALLS TO BE KEYSTONE RETAINNIG WALL SYSTEMS OR APPROVED EQUAL8 2. PATIO CONCRETE TO BE COLORED"FLAGSTONE BROWN' p641 BY DAVE COLOR. ` 9 c�_@@S.�Ej �yB�3 ZE �3w LEGEND PROPOSED EXISTING A&M0 - — - PROPOSED PAN FLOWUNE PROPOSED DRY STACK RETAINING WALL R F g �j PROPERTY LINE — — — DRAINAGE EASEMENT $PH §IAB - - - - ' ' ' - - INFILTRATNE SURFACE AREA _v`_ SIGN PAINTED ARROWS CONCRETE V W SCORED CONCRETE DAVIS COLOR p641 (FLAGSTONE BROWN) � Q W DECIDUOUS TREE W 3 inZ Z a a w ya CONIFEROUS TREE ? � LLJ N W W IwY FIRE HYDRANT J I O W �- SIGN UTILITY POLE Z GUY WIRE O JyL )t.L LIGHT POLE } ® GAS METER S ❑T ELECTRICAL TRANSFORMER OL N TABLE o LIGHTED PATIO BOLLARD F . ��c PAINTED ACCESSIBLE PARKING SYMBOL o1n�- SSr' b ' r TI li 01 VEHICLE STACKING SYMBOL 41 u SNEET kidyT Srn soom be I C ec -ecd a -t i c CCS cn s v)cLJ._� crN 0..pgf'wQ_d P) afS EX ►AV® rARKIM6 ARIA / STARS I w ' ! j AMTID fITIVS I G01MaMan PA AOGEMIOLE ARRMO a16N 1 L.> i I • ,I • I ' I LANDIGAM L10NTED QrAT1D,OLLARDI AV.9A a)R6 O, GYep M10 MOLE / Ii STORY of 442 OP. 1 i ' PAINTED ARROPM I = I I roamLOTO► ASPHALT PAVS16 / or or NOPY Jt 5 J �TRANSPORMOt / / � ). / 4 1 GA Ora 6,As s• uses AHD ----------------------------------- , 9 � / / POLG MAX STALL MOOHT.a0.6'� lud"T a , q {•sm�..moa......•.a...�..�.r..r.�...a..ara UNITY POLO W >+� 7 EMSTWO LANDOGAPE AREA `3 ICE" THO LISHT POLO EAST"LIONT POLE-- WSTII6 LANDI6AM AREA EX ►AVW PARKINS AREA ., 1 1 PRG NTDRANT a BUREAU Or LAND c RETAMNO RALE aTATOON9GE t,l j!24 ARGHITEGTUR_AL SITE PLAN D y Af0 06AL61• . 7d N MAH Architectura Gro I aaa s Col°rldo ead, P°ne�1° 10) 80 - , Cel°rad° 60222 j to) aoa.T Taaeoe Ea) 509.1 TS.oao9 qM) www�nlAarekeow St..p Not" DO NOT 3CALG Ttt DRAWING,, OPRGE OIIe.DM6 .Y„Y• MKr.tbn d Jawraw. faw tlr -An .agiipt iMa a.�sd Cwbwex Y dr0 ani � to tlr��tehM'"a��.irdy da.r.le�. TW iarYy M H ba rani w can�1_n .1W awtWab�adrtnya� rsn4.1 OIW�o� aa.rultara N.wNnI.O.t.ay6a •Id. iwty M tba �oL.tWc Party aN W A.dHwt ani.w.wtb..y.aNna.N Ndwt Fb..lttan ralra rx lwxc W^ RASMENGL AV *WAtCM �D JuF� Y� IuA14 r *0 Qin Ifil =o0 3ju 1 I I i O • .0 _ I 0 I 3 � N N I—est Sul° 1• -to' DAt° Dr.— MAV91,2o1a Drown 69 - ASG Deler"_ ,rre PLAN Sh_t NW. A 1.o B; s: City of at Ridge �� • .iii ,a— ,/%1// _ , I w ' ! j AMTID fITIVS I G01MaMan PA AOGEMIOLE ARRMO a16N 1 L.> i I • ,I • I ' I LANDIGAM L10NTED QrAT1D,OLLARDI AV.9A a)R6 O, GYep M10 MOLE / Ii STORY of 442 OP. 1 i ' PAINTED ARROPM I = I I roamLOTO► ASPHALT PAVS16 / or or NOPY Jt 5 J �TRANSPORMOt / / � ). / 4 1 GA Ora 6,As s• uses AHD ----------------------------------- , 9 � / / POLG MAX STALL MOOHT.a0.6'� lud"T a , q {•sm�..moa......•.a...�..�.r..r.�...a..ara UNITY POLO W >+� 7 EMSTWO LANDOGAPE AREA `3 ICE" THO LISHT POLO EAST"LIONT POLE-- WSTII6 LANDI6AM AREA EX ►AVW PARKINS AREA ., 1 1 PRG NTDRANT a BUREAU Or LAND c RETAMNO RALE aTATOON9GE t,l j!24 ARGHITEGTUR_AL SITE PLAN D y Af0 06AL61• . 7d N MAH Architectura Gro I aaa s Col°rldo ead, P°ne�1° 10) 80 - , Cel°rad° 60222 j to) aoa.T Taaeoe Ea) 509.1 TS.oao9 qM) www�nlAarekeow St..p Not" DO NOT 3CALG Ttt DRAWING,, OPRGE OIIe.DM6 .Y„Y• MKr.tbn d Jawraw. faw tlr -An .agiipt iMa a.�sd Cwbwex Y dr0 ani � to tlr��tehM'"a��.irdy da.r.le�. TW iarYy M H ba rani w can�1_n .1W awtWab�adrtnya� rsn4.1 OIW�o� aa.rultara N.wNnI.O.t.ay6a •Id. iwty M tba �oL.tWc Party aN W A.dHwt ani.w.wtb..y.aNna.N Ndwt Fb..lttan ralra rx lwxc W^ RASMENGL AV *WAtCM �D JuF� Y� IuA14 r *0 Qin Ifil =o0 3ju 1 I I i O • .0 _ I 0 I 3 � N N I—est Sul° 1• -to' DAt° Dr.— MAV91,2o1a Drown 69 - ASG Deler"_ ,rre PLAN Sh_t NW. A 1.o B; s: City of at Ridge i ... CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 /Office • (303) 237[8929 Fa IN ECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: YesD- When corrections have been ir0, de, 7cfor re -inspection at 303-234-5933 Dated _ Inspectom. DO NOTRE /lO.alk 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: r ❑ No one available for inspection: Time -`PM Re -Inspection required: Yes No When corrections have been made, c°for reinspection at 303-234-5933 Date. ( Inspector. i -"""CITY OF W1415XT 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 AM/ Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date:— S , z,--) - % Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �l G..���'-�-✓' Job Address: Permit Number:�'�l ❑ No one available for inspection: �Time PKA Re -Inspection required: Yes(No .'When corrections have been made, call for re -inspection at 303-234-5933 Date:_ 3� 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: ®� S �a--- Job Address: Permit Number: E ❑ No one available for inspection s e� 1• � AMi" Re -Inspection required: Yew *When corrections have been made, call for re -inspection at 303-234-5933 Date: W 26—a, Z7jnspector: DO NOT REMOVE THIS NOTICE i CITY OE WHEAMRIDGE 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: TimeAM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: E . /`) inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Bui1di4_nspectiari Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '1'4"557, �'�-��� _ Job Address:,��/`E Permit Number: ❑ No one available for inspecti q-,-Vftlp A14146,M Re -Inspection required: Yep /No When corrections have been made c%fli'lfor re -inspection at 303-234-5933 Date: i <', Inspector: /Ll�l--- — 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 INSPECTIOWNOTICE Yv,JJL er-A Y\- � Inspection Type: rcJ V r►. L Job Address: -c, -.r- i c I d } Permit Number: Oul Z0(:),G t '� �✓�n �t�( n �.�� 2..0 ❑ No one available for inspection: Time ! f AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `'-` ` t 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: 3O R E Job Address: VicIOO Permit Number: �/9000/5-7 ❑ No one available for inspection: Time ' AM/PM. Re -Inspection required: Yes 1 0 When corrections have been made, c�tKbr re -inspection at 303-234-5933 Date: tj/� / G% Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Retaining Wall PERMIT - 201900584 PERMIT N0: 201900584 ISSUED: 04/11/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 04/10/2020 JOB DESCRIPTION: Commercial retaining wall. *** CONTACTS *** OWNER (303)233-4000 YOUNGFIELD PARK HOLDING INC SUB (303)985-1188 Edward J. Peterson 020469 Annandale Consultants Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,280.00 FEES Total Valuation 0.00 Plan Review Fee 60.00 ** TOTAL ** 60.00 *** 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. 1, by m 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,perrmt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all wor 46 , "pe rmed is disclosed in this document and/mpanying approved plans and specifications. /-Z-4 9 Signature of )O)v i R or CONTRACTb (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 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 Offcial 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 anyrdinance 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 ,toOr Whe-at I d e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Y/ //1/� / J(� 7 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: Owner Property Owner Email: 01 Tenant Name (Commercial Projects Only) Phone: fJF—?,35—Y,000 Property Owner Mailing Address: (if different than property address) Address: j2. E)(/ 0 �-&5� City, State, Zip: 6L2,47� - K_� n Arch itectlEngIneer E-mail: IV-tF.V4 �,:;C Phone: Contractor Name: 4XI'Vqk(' City of Wheat Ridge License #: OSP L Phone: 30 - T� —P �5 Contractor E-mail Address: L7,f//�/�e1/� �`� G�'U/l%f`9S • fib-7G%i vim• �'� For Plan Review Questions & Comments (please print): 3 q 2d� CONTACT NAME (please print): Phone: CONTACT EMAIL(please print):���f'/1d%�fI`tGlf l�%�GLf��f� . GY.�-'kid. Cye-7' 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. [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; off mmaat-erials to be used, etc. y� Sq. FULF BTUs Gallons Amps Squares For Solar: KIN # 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 application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) Signature (first and last name): Printed Name: l-7 C�i/' ZONING COMMMENTS: Reviewer: OR) or(AUT DR�PRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY e1 OCCUPANCY CLASSIFICATION. CONSTRUCTION TYPE: (=1E C5 IN CC,UDco BUILDING DEPA NT MME TS: W) 1 ,1-A 177 ZO 000 Reviewer: ii oil III ri-e- PUBLIC WORKS COMMENTS: A WALL GEp/ 1FirATIol4 LETT 2 504ALL er-- ` 'U/geb OY Reviewer: WedGD/V�%Qlr✓T /lV 5(%t7d/�{ L n (,Q 4/Io l J 0,R'3 Building Division Valuation: 1 v t�,awinrc� City of Wheat Ridge Commercial New Structure PERMIT - 201900015 PERMIT NO: 201900015 ISSUED: 01/25/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 01/25/2020 JOB DESCRIPTION: Construct new drive/walk up coffee shop - 492 sq ft total Tenant: Ziggis Coffee Shop **REVISION: Added 3 struder vents to plumbing design. No added valuation. *** CONTACTS *** OWNER (303)233-4000 YOUNGFIELD PARK HOLDING INC GC (303)985-1188 Edward J. Peterson 020469 Annandale Consultants Inc. SUB (720)612-4522 Phillip A. Strait 018645 STRAIT PLUMBING, INC. SUB (303)862-3990 Timothy Berdahl 110095 Mountain Aire Mechanical LLC SUB (303)288-0041 John Brug 018541 Brug Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 529,800.00 FEES Total Valuation 0.00 Plan Review Fee 2,520.08 Use Tax 11,125.80 Permit Fee 3,877.05 Engin. Review Fee 300.00 ** TOTAL ** 17,822.93 *** COMMENTS *** *** CONDITIONS *** 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. 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. 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. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. Site signage will require separate permits. *All signage must follow City Sign Code* 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. K_gal signature, do hereby attest that the work to be performed shall comply with I accompanying approved plans and specifications= e building codes, and all applicable municipal codes, poh ies and proced es, and that I am the legal owner or have been authorized owner of the property and authorized to obtain this ermit and pe orm the work described and approved in conjunction with rt. I further attest that I aml aPly authorized to include al ntitiesn d within this document as parties to the work to be d a t t al or to be. disclosed in this docu ent and/ its' ccoq(panying approved plans and specifications. ignatur of O R or CONTRACTOR (Circle one) at ap / 1. This permit was issued based on the information provided in the permit lication and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ot�dinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to 1: 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. Th"' suance or gra ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a i ble code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �' `- City of f �WheatR,Oge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits oki.wheatridge.co.us FOR OFFICE USE ONLY Date:/ / /�1 1 a Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **" Property Address: Property Owner (please print): YDylw F` &--4 7----�> / s�� �t Phone: d✓7` Z�� - L/DD� Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Contact Person: 1- // � Phone: Contractor: �jl/,��C��i G L� CC lv5d -7 w f� Contractors City License #: C� / Contractor E-mail Address:�f % 9� i�-%�� C/-l� Lll 7�'✓q7S 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: Sq. Ft./LF Amps Btu's Squares Gallons Other include all general and subcontracted work to be performed related to revisions/amendments described above) 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 REPRESENTATIVE f WNER) (CONTR)CT R) PRINT NAME: �G� j l� / SIGNATURF���11 DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: _ 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 Building Division Valuation: $ e 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: to Job Address: �"� Ct C' U r Permit Number: C- I�l ❑ No one available for inspection: Time AM/PM �1 Re -Inspection required: Yes e No When corrections have been made, call for re -inspection at 303-234-5933 Date: i I ` Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT :RIDGE E161ti ing Inspecti ivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTI N NOTICE ,5 . ,c 30 __�>=- , 1 Inspection Type: r SIV 6 -LI Job Address: - , a '�T` Permit Number: ❑ No one available for inspection: Time ' = Q?4A�/PM Re -Inspection required: YeSL.. °F When corrections have been made, call for re -inspection at 303-234-5933 Date: -22' j • (_Tlnspector: r -*"-'- --'--'- DO—'--•- 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 N TICE ems-- 1- i1 Inspection Type: " �^ ^ _� Job Address: r_7f�a � Permit Number: ,2c�,Iq "i!7:'0 ❑ No one available for inspectipn "1"' e /PM Re -Inspection required: Ye N When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 l 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: Job Address:�'— Permit Number: ❑ No one available for inspection: Timecj CAM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 F Date /l Inspector:/' - --- , DO NOT REMOVE THIS NOTICE 1 Nt i CITY OF WHEAT RIDGE Vr `i Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: trr.. ❑ No one available for inspection: Time Re -Inspection required: Ye' No When correctionjs have been made, call for re -inspection at 303-234-5933 Date: �///q 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!C r� Inspection Type:' - Job Address: 6 Permit Number: U l c D U U l U 0 i ❑ No one available for inspection: Time 09 �>C, I/PM Re -Inspection required: Yes No, When corrections have been made, call for re -inspection at 303 -234 - Date: �Il f Inspector: ' r DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY Approved by: C. I ty tl ea t ic CD�CLCfhENT — e o`Vh Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29'` Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Color �'o.'i is 1:)Mn W �ast tic accompanied l -y a Coms"Mcdon Controi Plan ioii©wing t��� procedure found on the reverse side of this form. DATE: �CoS,e✓ - y' 00/9 PERMIT# LOT , BLOCK OJ/ ° A,(l A SUBDIVISION 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 'peen measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be.- FRONT.- e:FRONT: 2 • 6 REAR: i I.Z . SIDE: Z _7° 7 SIDE: /=Uc' i Icq & The fewidatioer corner ELEVATIONS (NAVD88) have been determined to be: SIDE: All measurements have been.determined on the following 1 (Check only one): Top of proposed fol-Rdmien wa prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback ,d atiPor: rneu:surerr,erns are included on tine attached Construction Control Plan. Signed Professional Surveyor rp- Print A f K 4 s t -y.. Lute 44 t r www.ci.wheatridgc.co.us NA:. LAND Rev 1112018 ,20+41-v00J '�- YOUNGFIELD STREET ou.t a I Ln W I{ o °° °' J Z -rT c 1 1 u c V ssas ccs\ r0 IA �z n�fnpry OZnmlM Is n ➢ ;o 1 'mm t-� m�0=v / I ILL mDzmO Wiz= - ---.Elk m ar<sve•e O p I 3?x�➢� �mu��m Dcnx -•c:mm m 0, 'o?ICT _Z, (C�<`➢=� TOT I os gdfSggc' �' �o £goy a�'�^Im ➢ O O CO G7 '7i fTi I Ci L ;a$�. ;m - ml p i m cn m ID o+ x-, 7ZZ..(01� g�Rscsa'sa: f �., GT z -i o -n 5 m€ m O O co :ssgfa� z i�om� ;mid K z n m g IO rn m= Om -O�m lF' rn Iao. 0,M> I {}F m —im j5 p'I7 Q G£x: B TI 'S O Cn m 1 Cn N Z W- R aGr��£ egg 8£ i0 cn Z C z m OT —1 OO o o c), 0 m mOmA= m0, �1 e 6q 2�ms2oz Z g$c m g a oa sai PIT - 14 --il a.W .� ;op THE HUMAN BEAN M a n h a r i 8•, i 2900 YOUNGFELD STREET, WHEAT RIDGE, CO CONSULTING Y rss N CulSI1.4 E -14' ou.t a I Ln W I{ o °° °' J Z -rT c 1 1 u c V ssas ccs\ r0 IA �z n�fnpry OZnmlM Is n ➢ ;o 1 'mm t-� m�0=v / I ILL mDzmO Wiz= - ---.Elk m ar<sve•e O p I 3?x�➢� �mu��m Dcnx -•c:mm m 0, 'o?ICT _Z, (C�<`➢=� TOT I os gdfSggc' �' �o £goy a�'�^Im ➢ O O CO G7 '7i fTi I Ci L ;a$�. ;m - ml p i m cn m ID o+ x-, 7ZZ..(01� g�Rscsa'sa: f �., GT z -i o -n 5 m€ m O O co :ssgfa� z i�om� ;mid K z n m g IO rn m= Om -O�m lF' rn Iao. 0,M> I {}F m —im j5 p'I7 Q G£x: B TI 'S O Cn m 1 Cn N Z W- R aGr��£ egg 8£ i0 cn Z C z m OT —1 OO o o c), 0 m mOmA= m0, �1 e 6q 2�ms2oz Z g$c m g a oa sai PIT - 14 --il a.W .� ;op THE HUMAN BEAN M a n h a r i 8•, i 2900 YOUNGFELD STREET, WHEAT RIDGE, CO CONSULTING ,;2� d -v Iq Coo I S 7500 West 29th Avenue _ _City of Wheat Ridge, O®1®redo 89033 � I (6 303.235.2846 Fax: 303.235.2,5 ' R�i�Tc Approval of Special Use Permit. Variance and Site Plan WHEREAS, an application for a Special Use Permit, a Variance and a Site Plan was submitted for the property located at 2900 Youngtield Street to allow a drive through facility with a 5 -toot variance to the build -to requirement in the Contemporary Overlay district in the Architectural and Site Design Manual referenced as Case Nos. SUP -15-04, WA -I5-13 and WSPi5-03: and WHEREAS. City staff found basis for approval of the Special Use Permit, the Variance, and the Site Plan. relying on criteria listed in Sections 26-1 1 1. 26-114, 26-115 of the Wheat Ridge Code of Laws and on information submitted in the case tile: and WHEREAS, the Community Development Department has properly notified pursuant to Section 20-109 of the Wheat Ridge Code of Laws, and WHEREAS. there were no registered objections regarding the application: NOW THEREFORE, be it hereby resolved that a SpecialUse Pcrmit to allow a drive through tiacility with a 5 -foot variance to fne 20 -toot build -to requirement on a property zoned Restrictcd Commercial and located at 2000 Youngtield Street (Case Nos. SUP -15-04, W A-15-13 and WSP- 15-03) is granted based on the following findings of fact: SPECIAL USE PERMIT 1. The proposed improvements are consistent with the land uses in the area.. the RC zone district regulations and in substantial compliance with the ASDM. 2. Thcrc is adequate access to the property. 3. Approval of the SUP will result in vacant property being developed. 4. The request will not have a detrimental effect upon the general public health, welfare and safety of the surrounding area. VARIANCE The proposed location will be compatible with existing structures and site design in the arts. '. The proposed location will provide ADA compliant pedestrian access to the site. The proposed variance will not have a detrimental effect upon the general public health. welfare and safety of the surrounding area. SiTE PLAN 1. A site plan was properly applied t6r and is in substantial compliance of Section 26-1 1 1 of the City C odc and the Architectural acrd Site Design :11�antraf. WITH THE FOLLOWING CONDITION: ,po r y erne / 5 - The urant of use sliall run with the property. The Special t;sc Pen -nit shall comply with all material representations. commitments. and uperatrcrti restrictimis as depictcd in thc: application marenals and documents maintained ili the case tile. _JC) /clQQ 0 /15,- WOVIL, t" t. ltl JL- "It" - M � -1 m /.,'^v",. /im /'�/!',4 » //,� // /a/' Jackson Engineers, Inc. 30 Years Of Service To The Building Industry February 1, 2019 Nick Hanley GC House Calls, Inc Re: 4301 Parfet St. (Wheatridge, CO) Dear Mr. Hanley: 8751 E. Hampden Ave. • Suite B-3 Denver, Colorado 80231 (303) 337-8888 • Fax (303) 337-8842 Email: jacksoneng@comcast.net www jacksonengineersinc.com As noted on the inspection card from the City of Wheatridge, the city inspector observed the footing installation on 11/7/2018, and the foundation wall steel installation on 11/14/2018, at the above -referenced address. We did not inspect the project, but the City's inspection is acceptable to this firm. Jackson Engineers Thomas Jackson PE ,# 16918 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- ,?%� 1 j G C— A Job Address: GIt, 0 Permit Number: t'Y' rl rjO 1,i ` ❑ No one available for inspection: Time �f'-} AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:', r DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial New Structure PERMIT - 201900015 PERMIT NO: 201900015 ISSUED: 01/25/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 01/25/2020 JOB DESCRIPTION: Construct new drive/walk up coffee shop - 492 sq ft total Tenant: Ziggis Coffee Shop *** CONTACTS *** FEES Total Valuation OWNER (303)233-4000 YOUNGFIELD PARK HOLDING INC 2,520.08 Use Tax GC (303)985-1188 Edward J. Peterson 020469 Annandale Consultants Inc. SUB (720)612-4522 Phillip A. Strait 018645 Strait Plumbing, Inc. SUB (303)862-3990 Timothy Berdahl 110095 Mountain Aire Mechanical LLC SUB (303)288-0041 John Brug 018541 Brug Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 2,520.08 Use Tax 11,125.80 Permit Fee 3,877.05 Engin. Review Fee 300.00 ** TOTAL ** 17,822.93 *** COMMENTS *** USE: UA / Unassigned BLOCK/LOT#: 0 / PROJECT VALUATION: 529,800.00 *** CONDITIONS *** 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. 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. 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. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. Site signage will require separate permits. *All signage must follow City Sign Code* 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 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 thisernit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed/and that all wo rformed is disclosed in this document d/or%ts' accompanying approved plans and specifications. Signature of/w ONER oC CONTRACTO Circle one) Date 1. This per as issued base on e m ormation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The i ce or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl co a or any dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Oily of W heat Iiclgc f C0 mMUNI I"Y 1) V1l011tA1 N t � 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: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /6/ /9 Plan/Permit # f i t-7 06 o `5— 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: 2900 Youn field Property Owner (please print): Youngfield Park Holding Phone: 303-233-4000 Property Owner Email: dpropp@propprealty.com Tenant Name (Commercial Projects Only) Ziggi's Coffee Sho Property Owner Mailing Address: (if different than property address) Address: 12600 W. Colfax Ave. #B130 City, State, Zip: Lakewood, CO 80215 Arch itectlEn ineer: MAH Architectural Group Architect/Engineer E-mail: michaelhunsinger@maharch.comPhone: 303-718-0601 rr%n+rnf-#nr Namp• Annandale Consultants Inc. City of Wheat Ridge License #: Phone: 303-985-1188 Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Ed Peterson Phone: 303-985-1188 CONTACT EMAIL(please print): annandaleconsultants@comcast.net 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 # Ge I Al 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. Current use of the property is a vacant lot. This permit is for the construction of a 492 S.F. driveup and walkup coffee shop in accordance with the construction( drawings provided. See mechanical, electrical for water heater and space heating GDecifications, appliance sizes and efficiency and type and amount of material to be ubl-d. Sq. Ft./LF _/,1'2 PTUG 61 .5 MBH/RTU Gallons 52 W/H Ar%vs Squares For Solar. NA KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: B Construction Type: _IL_ Occupancy Load: 5 Square Footage: 492 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 529,800.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND .AGREEMENT I hereby certify that the setback distances proposed by this pennit 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- (01YAWR) (CONTRACTOR) or Signature (first and last name): i Printed Name: Edward J REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: 1/3/19 DEPARTMENT DISE ONLY ZONING COMMMENTS: l T,,C. S l -NQ If tom. t l(S�G•1�ipl1C9'OCCUPANCY CLASSIFICATION: I CONSTRUCTION TYPE: 8 Reviewer.+- S BUILDING DEPARTMENT COMMENTS: Rp,viewer. --T-b c7 PUBLIC WORKS COMMENTS: Reviewer: roe t-VIFL e D•JC.. j �t7�1�] Building Division Valuation 17 4f us"ro-iii ;aua be signed byeac--rAlb-4011tract9r�, T. hit form will not be accepted With In ss5irtgI InOOMA604, ,SiIbcOj,tfMdOOS C4 o(M%eat Ridge License number most be Provided in the applicable space. Subcoiltraotoes insurance and license must be up to 44ti Prior to POM100040ce- Project Adder: 920 �Ybujj �.rjgig.. Permit #: Genord Eja*jwj ftb-Coutmetor CowpanyNtme T&I State Liomet'-, -Masterm of VS 0 Aathod"., Awt Date .44atuier sub4cont"etar COMP24 Nam Phone Master required field) SlIgnaturedUth Ord=id Agent Date Meal Coutmter eo company Mine; Phon jwtquired field) Siguat4ro of Autbodzed Agent Date City of Wh6atp.,Ldge This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2900 Youngfield Permit #: General Contractor: Annandale Consultants Inc. Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Phone #: Master #: Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Strait Plumbing. Inc Phone #: 720-612-4522 State License #: PC 0001789 Master #: MP 00179138 Wheat Ridge License #: � 01 !2512 9'l'( Date Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: Date W he'at ic-1 cyc A4 ), - f, LIC19 SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must he provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2900 Youngfield Permit #: General Contractor: Annandale Con ultants Inc. Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Phone #: Master #: Date Phone #• Master #• _,rv(Juirud Date M ()4,LyAt n nA Y -C Compan% Name: Uf(,VVrkn i( ---AA Phone: ����52� J�i� � Wheat Ridge License #: 102CV5 (r i- O rt -d t i i d Signature of Authorized Agent -f Date OW/9aools noreply@mobile-eyes.com 12/27/2018 7:15 AM Permit application accepted - West Metro Fire Protection District To annandaleconsuItants@comcast.net V /� O Your permit request for VACANT LOT at 2900 Youngfield Street Lakewood, CO 80215 has been accepted, �� The Job Number is: 181227001 Description: Ziggy's Coffee Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 3-4 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. City of Wheat Ridge Building Division 1!4 cif Crfy OF WHEAT RIDE Bunnrw' AND 1N'SPECftt)k SEPVXES DilTSrcx 75(K W 29th Ave What Ridge, Co 8100334001 p 303 23"55.f 303 23' 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 tndicaled on the permit SubmNai Checklist for the project type and be attached to the Building Permit Application at the time of submission App,licatiarns presented for submission without a completed Proof of Submisslem form from a rewired agency will not be accepted or processed, Dare' 124 -[IF Project Address: 900 Youngtield Name of Fimrflndividualsubm#ttingdocuments Annandale Consultants 1r• / I�yi DPrr ter, Pro;eciType0esatption• Comemrcial (Ziggi's i,oftee Shop) o. F;n'r, Representative or InciNklual DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY i, am a duty authorized representative of the agency indicated below and do, y my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above Aoencv represented: (Preaee owck mal Wheat Ridge Water District Wheat Ridge Sanitation District Consolidated Mutual Water District Clear Creek Sanitation Olatnd Valley Water District Ftvitdale Sanitation District Denver Water Wastage Sanitation Dlatricf D( Other/Ve..^Wt✓tiV7 /_AIC£.W",) S.iNrY$i ron1 fj Agency Notes EZ h Y7 +-Tt-La Cowo1Tr _ ... _.� +,rt IL SignatureDate— (Agency Rapresenlative) -x As D is rAu IT'l GwV S u r— i r ,., G ZIV& - City of Wheat Ridge Building Division l9 vaoi 5� MARTIN/MARTIN -4o�" January 3, 2019 Ed Peterson Annandale Consultants Inc. 3190 S. Wadsworth Blvd. Suite 301 Lakewood, CO 80227 (303)985-1188 Email: annandafeconsuItants@comcast.net Re- Northwest Lakewood Sanitation District - 2900 Youngfield St - Availability Letter REVISED Martin/Martin, Inc Project No.: 17.0638 Dear Mr. Peterson, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received December 3, 2018, concerning a proposed coffee shop development at the above referenced address. The Northwest Lakewood Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Northwest Lakewood Sanitation District. T--atment of sewage generated within the Northwest Lakewood Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(sl Northwest Lakewood Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, west of the referenced property within Youngfield Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. Utility Locates It is the developer's responsibility to provide the District, through Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Senate Bill 18-167 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates physical contact and survey of the existing utility at crossings. If the ASCE Utility Quality Level B is not provided, the Developer's utility locate professional engineer shall provide the rationale and documentation to the District and Notification Association as to why the utility locate mapping was unable to achieve the ASCE Utility Level B in accordance with Senate Bill 18-167. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN .COM CAI of Wheat Ridge Northwest Lakewood Sanitation District - 2900 Youngfield St - Availability Letter REVISED January 3, 2019 Grease Interceptor After review of the menu submitted on January 2, 2019, and an understanding that all food is cooked off-site and that the coffee shop will not generate grease, a grease interceptor will not be required. However, the District reserves the right to inspect the facility and food processing at any time and if grease generation becomes a concern, the Owner will be required to construct an outside grease interceptor at their cost. Review Fee Martin/Martin Inc., acting as the Engineer for the Northwest Lakewood Sanitation District (NWLSD), is providing this document to summarize the fees associated with the review and construction observation of the proposed project at 2900 Youngfield St., referred to as Ziggy's Coffee Shop. The basis of the review fee is a site plan provided on December 3, 2018 indicating 2 proposed SFREs. Tap and inspection fees are not noted in the document and are required to be po'd to the District office prior to connection to the District main. If you would like to receive a proposal for design services for the sanitary sewer extension, please contact us at your earliest convenience. If further coordination is needed a fee will be required to cover plan review, exhibit review, coordination with contractor, fee summary, construction observation, project closeout, and coordination with Metro Wastewater. Costs All costs involved are to be deposited in advance— engineering, reviews, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap fees, and development fees are required to be paid prior to connection to the District main. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. No tap fees will be accepted until conditional approval is received for the mainline extension including such items as as -constructed drawings and final televising of the mainline(s). If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Steve Beck - NWLSD Page 212 Manhard January 11, 2019 Mark Van Nattan City of Wheat Ridge Public Works 7500 W. 29'h Ave Wheat Ridge, Colorado 80033 Re: Ziggi's Coffee Shop Dear Mr. Van Nattan: #tb The following are responses to the comments provided by the City of Wheat Ridge Public Works. - Sidewalk on Youngfield Street: Construct new monolithic curb, gutter, and sidewalk. New sidewalk shall be 5' min. in width and 6" thick per City standards. Manhard Response: Youngfield Street frontage sidewalk revised to S' width. This will keep the sidewalk in the ROW and negate the need for any Sidewalk easement. - Installation of a new CDOT drive cut replacing the existing curb cut on the south side of the site. Manhard Response: Curb cut/driveway was revised to follow CDOT M-609-01, Concrete Driveway Entrance Type Z and remain within the ROW. A five foot sidewalk will be maintained through curb cut, keeping it in the ROW. - Retaining wall on north and sides Manhard Response: We will utilize the suggested monolithic curb and gutter alternative to make up the grade difference. If you have any questions about these responses to your comments, please contact me at drodriguez@manhard.com or (303) 531-3211. Sincerely, Dan Rodriguez, P.E. Project Manager Manhard Consulting Page 1 of 1 0*11 °{ �N�ea,�?IX - Manhard ConsulLing • 7600 East Orchard Road, Suite 350-S. Gr eenwood Village. CO 80111 • 303 70B 0500 • manhard corn Nxs�dn COMMERCIAL Building Permit — Plan Review Worksheet Submittal requirements: 1-1 Copy of Deed Site Plan (to scale) Address: 2100 i c"" .e S -{ Lot Size: Zoning: 2 C Use: Cam"Utial (Ca O, Related Cases: Property in the flood plain? Subdivision: If yes, add surveying condition FLD. Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Elevations Rev. 09/2017 sq. ft. ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w4r— etback or in floodplain (FND) if in floodplain (FLD) New Site plan based on survey/plat es ( ) es Maximum Lot Coverage: % sq. ft. Existing Improvements (footprint only): Building: sq. ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % Required Setbacks: FR S S Provided Setbacks: FR S S Commercial buildings mAcofsruction, not be built in-line with existing noncon For additions or new is the structure within Maximum Height: Proposed Height: ft. Parking Spaces Required: Parking Stall Width: Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: Proposed Improvements (footprint only): New Structure: sq. ft. Addition: sq. ft Other: sq. ft. Total Proposed sq. ft Lot Coverage % R R forming structures. 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Size: sq. ft. Proposed Size: sq. ft. Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: Parking Notes/Access Notes ❑ One interior landscaped parking island is required for every 30 parking spaces. City of ❑ 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. Wheat Ridge ❑ 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 o1pUdoirgDivision lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. Rev. 09/2017 ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. 1 ' For all uses, one access point per property is permitted. Landscaping Required: Trees Required: Shrubs Required: Non -Living Max: Street Trees Required: s.f.) Landscaping Provided: Trees Provided: Shrubs Provided: Non -Living Provided: Street Trees Provided: 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: Maximum FS Light Height: Wall Light Height: Maximum Wall Light Height: Photometric Plan Submitted: Architecture: Refer to separate ASDM or Mixed Use checklists.�� ❑ Metal buildings not permitted for accessory structures. Number of Access points: Curb cut width(s): Distance from property line: Distance from each other: Streetscape: Does the permit result in any of the following conditions? ❑ 9onstruction 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 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? Amenity zone? Other? Fee in lieu required? % increase (Confirm PW has added in ADG valuation and fees as fee code SCDF) Ar any other conditions required? Permit is not business license ❑ Separate permits are required for fencing Separate permits required for site signage Parking in conformance with Section 26-501 Landscaping in conformance with Section 26-502 Lighting in conformance with Section 26-503 Driving and parking surfaces must be hard surfaced paved Owner/contractor responsible for locating property lines oundation certification form (FND) As -built survey (NCM) ❑ Floodplain certification (FLD) R City Of Wheat RdEre PUBLIC WORKS Date: /-16 nJAAZI Location: 2 9Qd � OAPL's'/ _/ _ f� ATTENTION: BUILDING DEPARTMENT COMMER CIALIMUL TI-FAMIL Y BUILDING PERMIT A PPLICA TION RE VIEW I have reviewed the submitted application documents to construct a l/V CfAeG_ 15L� located at the above referenced address. Please note the comments checked below. 1. V/ Site Survey: OK Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required Yes No b. Drainage Letter and Plan required -.Ve Yes _ No C. Site drainage/grading have been revi wed and are:y OK Not O,see stipulations 3. CDPS Permit & SWMP Approved: / P Yes -4Z No N/A 4. V Public Improvements to be completed: a. street paving/patching: Yes _ No b. curb & gutter/drivecut: Yes _ No C. sidewalk: tl Yes _ No d. standard street lights: Yes No e. pedestrian lights: Yes No f. storm sewer: Yes No g. Letter of Credit (LOC) required: Yes ✓' No h. Funds in lieu of construction: Yes --y/ No If an LOC or funds in lieu of are required, for what improvements? �+ Amount of the LOC or funds: $ 5. ✓ SIATIA required: Yes No 6. ✓ Traffic impact analysis required & approved: Yes No 7. y,' Access Permit required: Yes No If yes, was it approved by the Director of Public Works? Yes _ No 8. V11 Does all existing roadway/alley R.O.W. meet the standards of the City: � 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 /A�pplliic/ation, subject to the stated or attached stipulations. Signature PW -i L' D 7111] Dat titiP>VAM N;�Ti�N 10. 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. V/ Stipulations: /Si; DC Ag)gZ 2 ' . 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 WheatRidge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 2900 Youngfield Street Permit Number: 201900015 • Replace existing northerly drive cut into property with City of Wheat Ridge standard monolithic 5' sidewalk, curb and gutter (Detail provided). Demo existing curb, gutter and sidewalk to ensure no remaining or new `stones' are < 5' in length. • Replace existing southerly drive cut with CDOT Standard Drive Cut, Type 2, Detail M-609-1. Demo existing drive cut and sidewalk to ensure no remaining or new `stones' are < 5' in length. • A ROW Construction Permit is required prior to the commencement of any work within the public ROW. Contact Public Works at 303-235-2861. • Proposed walls, bearing pads and structural supports shall be entirely within subject property. • Any wall that is 36" or higher that is adjacent to a pedestrian accessible walkway must include a handrail. Page 1 of 1 City of ' / heat i e ELIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 15 .JAA/ 20/7 Location of Construction: Purpose of Construction: ,A&J:5 ! Single Family Commercial _ Multi -Family Development Review Processing Fee:........ ........................................ $100.00 (Required of all projects for document processing) $_Zco ©� Single Family Residence/Duplex Review Fee:.......... ........................... $50.00 $ Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ 200 c:x- ® Initial review' of technical civil engineering documents (Fee includes reviews of the I" 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 $ v 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: e Resubmittal Fees: 3rd submittal (% initial review fee) :.................................................... $300.00 $ 4t submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL. 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. 11V�it :a.s� Beal, niter.. o us Rev 12/12 City of �lWh6atR � :idge 8p IC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: /G� ADDRESS: 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. ci.w hea tridge. co.us Rev 2/08 City of Wheat idge PUBLIC WORKS REQUEST FOR INFORMATION Address: 2900 Youngfield Street Permit Number: 201900015 While the initial review of the Ziggi's coffee shop documents by Public Works reveals the newest docs to be in substantial agreement with previously approved plans, several questions regarding constructability arose with the newly presented details of this latest submittal. Sidewalk on Youngfield Street o Closure of the existing curb cut on the north side of the site ■ Construct new monolithic curb, gutter, and sidewalk. New sidewalk shall be 5' min. in width and 6" thick per City standards. ■ No stone <5' in length o Installation of a new CDOT drive cut replacing the existing curb cut on the south side of the site. ■ Install ADA -compliant driveway. A CDOT Type 2 or Type 3 driveway (CDOT- M-609-1) is recommended to ensure the proposed driveway and associated sidewalk lies fully within the existing ROW. The CDOT Type 1 by-pass walk currently proposed will require additional ROW or Sidewalk Easement (see below) ■ Add bond -breaker between the proposed sidewalk and the driveway apron behind the walk. ■ Sidewalk width = 5' min. width and 6" thick per City standards. ■ No stone <5' in length o If the proposed sidewalk across the frontage is kept at 5-0" in width (7.5' from lip of gutter to back of sidewalk), it appears it will fit completely within the existing Right - of -Way (ROW). Any portion of the new sidewalk that would lie outside of the existing ROW shall be placed within a Sidewalk Easement to the benefit of the City of Wheat Ridge to allow for future maintenance (see below). o A Sidewalk Easement shall be required for any portion of the sidewalk along the frontage not lying within the existing public ROW. The Sidewalk Easement shall be on the City's form and shall be recorded PRIOR to issuance of the Certificate of Occupancy. Retaining wall on north side o Further details needed — wall type, tie -back or support system, foundation, construction, depth x width of excavation, top of wall elevations o Wall to be completely constructed and contained on subject property. Due to site constraints, Public Works suggests considering the use of a backside footer constructed monolithically with the proposed curb and gutter rather than constructing a separate wall. o Protection of existing landscape adjacent to site (trees). 1011 di 8'A,-a�0 kyr -'S,0\, Pagof 2 Retaininq wall at southeast corner at infiltration basin o Further details needed — wall type, tie -back or support system, foundation, construction, depth x width of excavation. o Wall shall be completely constructed and contained within the bounds of the subject property — need construction details, elevations. Any proposed construction outside of the subject property shall require written authorization from all affected properties, a copy of which to be submitted to the City, PRIOR to issuance of the Building Permit and commencement of work. o Protection of existing landscape adjacent to site (trees) CRY of Wheat Ridge Building Division NOTICE Obtain the applicable LIMITED WARRANTY (/product -warranty) or send a written request to Keystone Hardscapes, Five Concourse Parkway, Atlanta, GA 30328, USA. Manufactured under the authority of Keystone HardscapesO. © 2019 Quikrete International, Inc. STOCKED COLORS Plants Stocking Harington® Freestanding 3 -pc: PALLET LAYOUT (/img/uploads/pallets/ina-keystone.gif) Pallet Weight 2700 lbs Pallet Coverage 27.5 sq.ft. 'S ONE H A R D S C A P E S Weights are approximate and do not include shipping pallet. • Rugged exterior evokes the look and feel of naturally weathered stone • Install with polyurethane construction adhesive • Split on opposite faces for maximum flexibility • Versatile uncored block makes jobsite sawing and splitting easy • Made of durable concrete with iron oxide pigments that resist fading in extended UV exposure. Meets or exceeds applicable requirements of ASTM 01372 The Harington Freestanding series includes three sizes of solid trapezoidal wall blocks, a modulating comer 1 column block, and two double -split cap options to satisfy the most demanding aesthetic requirements while remaining simple to construct. Blending seamlessly with Harington retaining walls, Harington Freestanding blocks are a trusted favorite of specifiers, installers, and owners alike. •PALLET SPECS Weights are approAmate and do not include shipping pallet Pallet Weight 2700 lbs Sq Ft/Pallet 27.5 sq.ft. NE www.keystonehardscapes.com ESSM wilt city of Wheat Ridge Building Division Small Medium Large Height in 6 6 6 mm 152.4 152.4 152.4 Length in 9 9 9 mm 228.6 228.6 228.6 Width in 6 12 18 mm 152.4 304.8 457.2 Units /pi 20 20 20 •PALLET SPECS Weights are approAmate and do not include shipping pallet Pallet Weight 2700 lbs Sq Ft/Pallet 27.5 sq.ft. NE www.keystonehardscapes.com ESSM wilt city of Wheat Ridge Building Division (/img/upload s/beauty-shots/RetainingWalls_RockFace_FCombo_6_01.jpg) (/img/uploads/beauty-shots/RetainingWalls_RockFace_FCombo_6_02.jpg) (/img/uploads/beauty-shots/RetainingWalls_RockFace_FCombo_6_03.jpg) STONE(S) (/img/uploads/actuals/RetainingWalls-889-Harington-Freestanding-3pc-Silo.png) City of Wheat Ridge Building Division Small Medium Large Height in 6 6 6 mm 152.4 152.4 152.4 Length in 9 9 9 mm 228.6 228.6 228.6 Width in 6 12 18 mm 152.4 304.8 457.2 Units /p/ 20 20 20 City of Wheat Ridge Building Division Home (iLontractors) i Ketalning vvans(/troouctcategory/Ketaining-vvallst /-1-larington® Freestanding (/Productfamily/Harington-Freestanding) / Harington® Freestanding 3 -Pc Harington® Freestanding 3 -Pc Product No. 889N The Harington Freestanding series includes three sizes of solid trapezoidal wail blocks, a modulating corner / column block, and two double -split cap options to satisfy the most demanding aesthetic requirements while remaining simple to construct. Blending seamlessly with Harington retaining walls, Harington Freestanding blocks are a trusted favorite of specifiers, installers, and owners alike. • Rugged exterior evokes the look and feel of naturally weathered stone • Install with polyurethane construction adhesive • Split on opposite faces for maximum flexibility • Versatile uncored block makes jobsite sawing and splitting easy • Made of durable concrete with iron oxide pigments that resist fading in extended UV exposure. Meets or exceeds applicable requirements of ASTM C1372 R Product Cutsheets (/edit/pdf/889N.pdf?width=900&height=480) Before specifying a specific product, please confirm availability with your local Keystone Hardscapes producer. Wheat Ridge Building Division 0 -cin 774 ^ �r .�" .Ito v. Rr � �.� •14, ili,- Cil n TM TT City of "Wheat `Ridge Building Dfvisior, AT --IN= STRUCTURAL design, Inc. 10 i STRUCTURAL CALCULATIONS FOR ZIGGI'S COFFEE - WHEAT RIDGE 2900 YOUNGFIELD STREET WHEAT RIDGE, CO 80401 PREPARED FOR: MAH ARCHITECTURE GROUP PREPARED BY: TJF STRUCTURAL DESIGN, INC. 5995 GREENWOOD PLAZA BLVD, SUITE 120 GREENWOOD PLAZA, CO 80111 303-618-4555 JANUARY 4, 2019 Job No. 18093 App ifCr4, ��`�ptlMgyO �.A 15� ;•.1/4/201 Q JAMIE HO, P.E. o q' G •.� w TJF Structural Design, Inc. • 5995 Greenwood Plaza Boulevard, Ste. 120 • Denver, CO 80111 • Phone: 303-618-4555 • Email: info@tjfstructuF l.comb�C�' J� AFPROJECT: �STRUCTURAL ZIGGI'S COFFEE - WHEAT RIDGE DATE: 9/10/2018 JOB #: 18093 SUBJECT: Structural Calculations BY: JAH SHEET: City of Wheat Ridge Building Code Criteria: 2012 International Building Code Snow: Ground= 30 psf Roof= 30 psf Wind: Wind Speed= 135 mph (ULT) Exposure B Seismic Ss= 0.194 S1= 0.06 Sds= 0.207 Sd1= 0.097 Occupancy Category II Site Class D Seismic Design Category B Frost Line Depth: 36 inches DEAD: 1/2" PLYWOOD ROOF DECK 2.2 psf CEILING/LIGHTS/MECHANICAL 10.0 psf WOOD TRUSS AT 2'0.C. 2.0 psf MEMBRANE ROOFING AND INSULATION 5.0 psf 19.2 psf Use 20 psf LIVE: SNOW 30 psf DEAD: 2X6 Wood studs at 16" o.c. 2.2 psf 1/2" Gypboard Interior 2.2 psf 2 x 1/2" Gypboard Exterior Sheathing 4.4 psf Exterior Finish (adhered stone or stucco) 10 psf 18.8 psf Use 20 psf Page 1 TJF Structural Design, Inc. • 3752 S Sebring Court • Denver, CO 80237 • Phone: 303-618-4555 • Fax: 720-524-6360 • Email: tfornstrom@comcast.net 44 1 STRUCTURAL design. Inc. PROJECT: ZIGGI'S COFFEE WHEAT RIDGE [SUBJECT: DATE: 9/10/2018 JOB #: 18093 Structural Calculations BY: 1AH SHEET: FOUNDATION LOADS: Allowable Bearing = 1500 PSF At Walls: Load (roof) = 50 PSF Trib Roof = 7 FT Load (wall) = 20 PSF Trib Height = 15 FT Concrete beam = 187.5 PLF Total at Footing = 837.5 PLF SF req'd = 0.56 SF Use 1-4 wide ftg Treat Redge Page 2���a�r9o�J`5`�t� TJF Structural Design, Inc. • 3752 S Sebring Court • Denver, CO 80237 • Phone: 303-618-4555 • Fax: 720-5246360 • Email: tfomstrom@comcast.net i' STRUCTURAL PROJECT: ZIGGI'S COFFEE - WHEAT RIDGE DATE: 9/10/2018 JOB #: 18093 SUBJECT: Structural Calculations BY: JAH SHEET: LATERAL LOADS: Seismic: R = 6.5 (Light -framed walls) Sds = 0.207 g 1= 1 Cs = Sds/(R/1) = 0.032 Building Weight Roof wt = 20 psf x 480 SF = 9.6 k Wall wt = 20 psf x 1664 SF = 33.28 k Total = 42.88 k Seismic base shear = 1.37 k (ult) Wind: MWFRS: MWFRS Wind Load = 17 PSF Parapet= 36 PSF L= 40 ft B= 12 ft Height = 10 ft Parapet Height = 5 ft Wind Load (L) = 14 k (ult) Wind Load (B) = 4.2 k (ult) WIND LOAD GOVERNS Components & Cladding: Walls = -26.6 psf, 20SF Parapet = 42 psf, 20SF Roof= -58 psf, 20SF MWFRS: Approach: IBC Section 2308 --Conventional Light -Frame Construction Braced wall panels, with hold-down capacity> 1800 Ib Use Simpson STHD14 (Capacity = 5345 Ib) Page 3 TJF Structural Design, Inc. • 3752 S Sebring Court • Denver, CO 80237 • Phone: 303-618-4555 • Fax: 720-524-6360 • Email: tfornstrom@comcast.net TJF STRUCTURAL DESIGN, Inc. JOB TITLE ZIGGPS COFFEE - WHEAT RIDGE 4380 S Syracuse, Ste. 305 Denver, CO 80237 JOB NO. 18093 SHEET NO. 303-618-4555 CALCULATED BY DATE CHECKED BY DATE Wind Loads: ASCE 7- 10 0.33 f = Ultimate Wind Speed 135 mph 30 ft C = Directionality (Kd) 0.85 3.4 LZ = Exposure Category B 0.95 IZ = Enclosure Classif. Enclosed Building 0.89 use G = 0.85 0.020 r) = 49.562 Internal pressure +/_0.18 R = 0.150 Kh case 1 0.701 Kh case 2 0.575 I Type of roof Monoslope V(Z) Z Speedup Topographic Factor (Kzt) V Z) �d�) = x(dawnwind) Topography Flat Hill Height (H) 0.0 ft H< 60ft;exp B Hl2 Half Hill Length (Lh) 100.0 ft Kzt=1.0 Aw Lh H)2 H Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 100.0 ft ESCARPMENT From top of crest: x = 50.0 ft Bldg up/down wind? downwind V(Z) Z46 + -Speed-up H/Lh= 0.00 K, = 0.000 �(Z) x/Lh = 0.50 KZ = 0.667 x u -. (gypwind ) ; x(downwind) z/Lh = 0.15 K3 = 1.000 H/2 H At Mean Roof Ht: Lh , H/2 Kzt = (1+KiK2K3)12 = 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor h= 10.0 ft B= 12.0 ft /z (0.6h) = 30.0 ft Rigid Structure e = 0.33 f = 320 ft Zmin = 30 ft C = 0.30 9o, 9v = 3.4 LZ = 310.0 ft Q = 0.95 IZ = 0.30 G = 0.89 use G = 0.85 Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.83 Rigid structure G = 0.85 Using rigid structure default Flexible or Dvnamically Sensitive Structure Natural Frequency (r),) = 7.0 Hz Damping ratio (j3) = 0.02 /b = 0.45 /a = 0.25 VZ = 87.0 Nt = 24.94 Rn = 0.018 Rh = 0.234 n = 3.701 RB = 0.200 r) = 4.441 RL = 0.020 r) = 49.562 9R = 4.630 R = 0.150 G = 0.906 Page 4 h = 10.0 ft city of �prtahe�t Rtag� n 9 pt�rs�on TJF STRUCTURAL DESIGN, Inc. 4380 S Syracuse, Ste. 305 Denver, CO 80237 303-618-4555 JOB TITLE ZIGGI'S COFFEE - WHEAT RIDGE JOB NO. 18093 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Wind Loads - MWFRS h!!M' (Low-rise Buildings) Enclosed/partially enclosed only Kz = Kh (case 1) = 0.70 Edge Strip (a) = 3.0 ft Base pressure (qh) = 23.7 psf End Zone (2a) = 6.0 ft GCpi = +/-0.18 Zone 2 length = 6.0 ft Wind Pressure Coefficients Ultimate Wind Surface Pressures (psf) 1 CASE A 16.4 psf -6.4 -15.0 2 CASE B 24.7 psf -12.1 -20.6 3 6 = 1.2 deg -4.5 -13.1 4 -2.6 -11.2 Surface GCpf w/-GCpi w/+GCpi 13.8 5.2 GCpf w/-GCpi w/+GCpi 1 0.40 0.58 0.22 -7.1 -15.7 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -8.3 -16.8 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 18.7 10.2 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 -0.29 -0.11 -0.47 1 E 0.61 0.79 0.43 -0.48 -0.30 -0.66 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 13.8 5.2 16.4 psf -6.4 -15.0 2 -12.1 -20.6 24.7 psf -12.1 -20.6 3 -4.5 -13.1 -4.5 -13.1 4 -2.6 -11.2 -6.4 -15.0 5 13.8 5.2 6 -2.6 -11.2 1 E 18.7 10.2 -7.1 -15.7 2E -21.1 -29.7 -21.1 -29.7 3E -8.3 -16.8 -8.3 -16.8 4E -5.9 -14.5 -7.1 -15.7 5E 18.7 10.2 6E -5.9 -14.5 Parapet Windward parapet = 35.6 psf (GCpn = +1.5) Leeward parapet = -23.7 psf (GCpn = -1.0) Horizontal MWFRS Simole Diaphraqm Pressures (psf Transverse direction (normal to L) Interior Zone: Wall 16.4 psf Roof -7.6 psf ** End Zone: Wall 24.7 psf Roof -12.8 psf ** Longitudinal direction (parallel to L) Interior Zone: Wall 16.4 psf End Zone: Wall 24.7 psf ** NOTE: Total horiz force shall not be less than that determined by neglecting roof forces (except for MWFRS moment frames). The code requires the MWFRS be designed for a min ultimate force of 16 psf multiplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. Page 5 Windward roof overhangs = 16.6 psf (upward) add to windward roof pressure WINDWARD OVERHANG M WINDWARDROOF LEEWARD ROOF tl l ! 1 ! 1 ! ! 1 ! VERTICAL a 4 S 3 TRANSVERSE ELEVATION WINDWARD ROOF LEEWARD ROOF 1111111111 VERTICAL r a a LONGITUDINAL ELEVATIOIJ -moi W ASTRUCTURAL design, Inc. Steel Beam Description : C4 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, 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 C4x5.4 Project Title: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: File = C:1Users\Tr Software Fy : Steel Yield E: Modulus: Printed: 11 SEP 2018, 2:22PM -11Eng1zigg1s WHEATRIDGE.eo6 . INC. 19832018, Build:10.18.8.25 . 36.0 ksi 29,000.0 ksi L Span = 12.50 ft r )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.040 ksf, Tributary Width = 2.50 ft DESIGN SUMMARY . • Maximum Bending Stress Ratio = 0.738: 1 Maximum Shear Stress Ratio = 0.102 1 Section used for this span C4x5.4 Section used for this span C4x5.4 Ma : Applied 3.035 k -ft Va : Applied 0.9713 k Mn / Omega: Allowable 4.114 k -ft Vn/Omega : Allowable 9.520 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 6.250ft 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 0.493 in Ratio= 303 >=240 Max Upward Transient Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.768 in Ratio= 195 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 City of Wheat Ridge Page 6 Building Division A 1:1F STRUCTURAL design, inc. Steel Beam Description : C5 Project Title: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, 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 C5x6.7 Span = 12.50 ft File = C:\Users\Tray\D0CUME-1\1 Software copyright ENER( Printed: 11 SEP 2018, 2:24PM INC. 1983-2018, Build:10.18.8.25 . Fy : Steel Yield : 36.0 ksi E: Modulus: 29,000.0 ksi )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.050 ksf, Tributary Width = 2.50 ft DESIGN SUMMARY ' ' • Maximum Bending Stress Ratio = 0.556: 1 Maximum Shear Stress Ratio = 0.092 :1 Section used for this span C5x6.7 Section used for this span C5x6.7 Ma: Applied 3.549 k -ft Va : Applied 1.136 k Mn / Omega: Allowable 6.377 k -ft Vn/Omega : Allowable 12.287 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 6.250ft 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 0.318 in Ratio = 471 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.462 in Ratio = 325 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Page 7 s AI� STRUCTURAL design, Inc. Steel Beam Description : C3 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, 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: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: D(0.025) S(0.05) C3x5 Span = 11.250 ft File = Printed: 11 SEP 2018, 2:26PM \Users\Tray\DOCUME-1\18093-1\Eng\ziggis WHEATRIDGE.ec6 . Software copyright ENERCALC, INC. 19832018, Build: 10.18.8.25 . Fy : Steel Yield: 36.0 ksi E: Modulus: 29,000.0 ksi )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.040 ksf, Tributary Width = 1.250 ft DESIGN SUMMARY nnmwm. • Maximum Bending Stress Ratio = 0.464: 1 Maximum Shear Stress Ratio = 0.645-:1 Section used for this span C3x5 Section used for this span C3x5 Ma: Applied 1.266 k -ft Va : Applied 0.450 k Mn / Omega: Allowable 2.731 k -ft Vn/Omega : Allowable 10.011 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 5.625ft 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 0.337 in Ratio = 400 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.540 in Ratio = 250 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 City of Wheat Ridge Page 8 Building Division l F O R T E t' : C L EPORT s Wheat dq Level Job Notes Member Name Results Current Solution Comments Wall: Header A Passed 13 piece(s) 2 x 8 Hem -Fir No. 2 Wall: Header B Passed 13 piece(s) 13/4" x 11 1/4" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes Jamie Ho TJF Structural Design, Inc. (303) 625-3005 jamie@tjfsbuctural.com Pag 1/4/2019 7:48:50 PM UTC Page 1 / 1 An Njq1 I (If ?/17 Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 80116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign Human Bean Annandale Consultants, Inc 1360 South Wadsworth Blvd. Lakewood, CO 80226 SUBSURFACE INVESTIGATION IM 2900 YOUNGFIELD STREET JEFFERSON COUNTY, COLORADO REPORT NO. 15-203 April 30, 2015 NOT VALID WITHOUf ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS City Of Wheat Ridge Building Division TABLE OF CONTENTS General 1 Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage 6 Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure 1 Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table 1 Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report City of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No 15.203 GENERAL This report presents the results of data obtained during the subsurface investigation at 2900 YOUNGFIELD STREET, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time the site is vacant. It is our understanding The Human Bean Coffee Shop is planned for the site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,000 pounds per lineal foot of foundation wall. The topography of the site is generally flat. The vegetation at the site consists of native grass and weeds. The weather was cool and clear at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION Two (2) exploratory test holes were drilled on April 10, 2015 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils_ Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. City of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No 15-203 Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence be founded on continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 2000 pounds per square foot (DL+LL)- The entire foundation shall bear on the stiff sandy clay or the fine-grained clayey sand. 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 4. The foundation wails sha!1 be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicahle surcharge or hydrostatic loads. 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of '/2". City of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No 15203 CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material, or comprised of soft or stiff Gays with swell potential less than 1% under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a maior contributor to slab movement. Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high-risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to % inch in width and/or differential movement are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. City of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No 15-203 Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge) _ Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High I ? 6 Note: the representative percent swell values presented are not necessarily measured values, rather: they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meet the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder and, if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement a structural floor above a crawl space is required in the basement The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than '/2" thick. The floating concrete slab shall be completely isolated from all utility lines. city of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No. 15-203 • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adiacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 85% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. City of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc. Report No. 15-203 SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 foot away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5) of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near city of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc Colorado Geoscience and Design, Inc Report No. 15-203 foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched at a %H to 1V maximum rate. Spoils for the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. The owner contractor should be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR, Part 1926, or the appropriate foundation chapters of the international Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. City Of Wheat Ridge Building Division Subsurface Investigation Annandale Consultants, Inc. Colorado Geoscience and Design, Inc Report No. 15-203 In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. city of Wheat Ridge Building Division PROPERT N' LINE 5' UTILITI" ESb(F — 7 M 170° 35 Bl 36' 5� w 2 P2 o i:. SPH v 5 0 11 5' UTILFI'Y ESMT — J PROPERTY LINE QFIDUNDATION-11 TPS1LiM-1 ❑ CCI1L PRnFILE H(YfF. ® L'NSI:IiABLE �.(�IL PRCIEiLE HI'LE SITE MAP ALLLOCALION55MC VNAAERA5EDONSPECIFICI=NT{m(M IONFURML Wb l VQRSCIR FSTIMATES MADE IN THE FIELD RY COLORADO GELY IENCEPEIWNNEL. RIE LOCATIC NS. DLSTAN(MS, DIRECRONS, ETC. ARE NOT TI IE RESULT OF A 1110 I' SURVEY 111 ARF Colorado APPROkIMAT ONS AND ARENOTW'ARRANTEDTOBEEXACT ENSURE EOITEIM UILDFAS RESI`ONSI LOCA TO DEFINE PROPERTY TED SITE AN OLD OF INAI ALL ONSITE IMPROVES. CiGO3C18TIC! AC OR91 f1,1nC. ARE LOCATED WT61NC-THE SAMTOPEV IFIED IOF INAPPROPRIATE EASEAffNTS. w�ne�r o�x ALL DLS'TAN($ARE TOPE k'ERIFIED PRIOR TV EkCAV ATION HUMAN BEAN 5�xi.n 1"=30' SITE LOCATION 2900 YOUNGFIELD STREET JEFFERSON COUNTY, COLORADO 15-203 FIG.1 City of Wheat Ridge Building Division Colorado Geoscience and Design, Inc. PROJECT, Subsurface Investigation JOB NO, 15-203 CLIENT: Annandale Consultants, Inc. LOCATION: 2900 Youngfield Street, Jefferson County, Colorado Log of Test Holes DRILLING METHOD: 4" Continuous Flight Auger 2 —100 El. 100 El. 100 100— Clay, sandy, stiff, moist, Fine-grained sand, clayey, dark brown medium dense, moist dark brown 15/12 M12 96- -96 r Coarse-grained sand and o aravel,dense, dry, pinkish Coarse-grained sand and brown gravel,dense, dry, pinkish 5Wl2 brown 92 92- 45/12 gg 88— LL_ < CO 50/0 -n > CD W 84 84— o• sao 80 80- 7650117 a 76 r 72 72 Notes Where Applicable - 1. x/y indicates that 'Y' number of blows of a 140 -pound hammer failing 30 a: = indicates ground water encountered during the drilling operation. inches are required to drive a 2 -inch diameter sampler "y" number of inches, b indicates ground water encountered after 24 hours. Z I Indicates depth at which soil samples were taken C. Indicates auger refusal. d- Indicates caving. Figure 2 city of Wheat Ridge SWELL - CONSOLIDATION TESTS ��i�lllll�l�i� . - • - : '- ■��Ilill����lllll����llll ■i�ltlll� ��iilil��i�ll111 ����11!lli���lllll��i�lllll ��i�!1111���1�IIIII��i�11111 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Coarse-grained sand and gravel, dense, dry, pinkish brown + +8 J +6 J W+4 3 LL to O M +2 O Fz 0 O W a 2 U D 1% J -4 W O 0- N Z 6 O U -8 Water added to sample 1 1 Swell/Consolidation under I' I pressure due to wetting 100 300 1M 3M 5M 10M 20.000 28,000 APPLIED PRESSURE (PSF) Test Hole No, 1 Depth 24' Soil Description: Coarse-grained sand and grave{ dense dry, pinkish brown JOB NO. 15-202 FIGURE 3 City of Wheat Ridge Building Division m 3 m o c CS 7 C Y Lo O r N n m City of Wheat Ridge Building Division v `c� I az c`n (C4 t8 N l4 Vs a. _ E. @ � m m at m m rn f m d+ o'r o r Ck 1 i A p" co 4 ® o N c p LOco O - QI eri m m > m » o O � m aCN a co _ N C`A CD N 9 .h m C 00 ch �--. p � U m m co � x f r City of Wheat Ridge Building Division BRACE WALLS, TOP & BOT., i PRIOR TO BACKFILLING i i CONCRETE- GRADE BEAM FLOOR SLAB EXPANSION JOINT. 1 WELL SLOPED — 12" PER I F10 FT. MIN. DO NOT DIKE WITH ��— /--SOD OR EDGING TOP 12" OF WELL—COMPACTED BACKFILL ODERATELY COMPACTED ACKFILL PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 5# BUILDING FELT 3/4" TO 1 1/2" CLEAN GRAVEL I !O ,O .i• gip• 4" MIN. 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG EXTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR FOOTING FOUNDATION) DETAIL 1 City of Wheat Ridge Building Division Zco OUNDA 10N GRADING DETAIL SOIL TO BE SLOPED AWAY FROM FOUNDATION. I j� --FOUNDATION WALL t t t t t NOTE: 1. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'--0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. ADE DETAIL 2 City of Wheat Ridge Building Division APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in'the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Page 1 of 3 City of VVheat Ridge Building Division Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 to %z% Non-expansive/Very low %z to 1 %% Low 11/2 to 3'/z% Moderate 3"h to 6% High 6 to 8% Very High Greater than 8% Critical " The swell potential classifications are based on the percentage of swell for samples placed on swelI/consolidation machines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Construction details and proposed use • Local experience Page 2 of 3 City of ,Wheat Ridge guildin9 Division Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Page 3 of 3 \Nvigat Fkidge Bujldin9 pwision aGlqtko1c) FINAL DRAINAGE REPORT (/*3/17 THE HUMAN BEAN 2900 YOUNGFIELD STREET WHEAT RIDGE, COLORADO Prepared for: Annandale Consultants Inc. 1360 Wadsworth Blvd. #310 Lakewood, CO 80232 303-985-1188 August 2015 May 2015 Project No. ANN.WH0001.00 011�F`�s v0; •P/CAgo�•,F 0140 Hanhard. FSs/oN kt CONSULT'INC STD Prepared by: David Carpenter, PE Manhard Consulting, Ltd. 10835 Dover Street, Suite 700 Westminster, CO 80021 Phone. 303-665-5505 city of Wheat Ridge g,. division R TABLE OF CONTENTS Table of Contents General Location and Description.................................................................................................. 3 SiteLocation................................................................................................................................ 3 Description of Property and Land Use........................................................................................ 3 Drainage Basins and Sub-Basins.................................................................................................... 4 MajorBasin Description.............................................................................................................. 4 Sub -Basin Description — Existing Conditions............................................................................. 4 Sub -Basin Description — Proposed Conditions........................................................................... 4 DrainageDesign Criteria................................................................................................................ 5 Regulations.................................................................................................................................. 5 Hydrology.................................................................................................................................... 5 WaterQuality Enhancement........................................................................................................ 5 Proposed Stormwater Conveyance or Storage Facilities................................................................ 6 Stormwater Conveyance Facilities.............................................................................................. 6 StormwaterStorage Facilities...................................................................................................... 6 Potential Permitting Requirements................................................................................................. 7 Conclusions..................................................................................................................................... 7 References....................................................................................................................................... 8 E APPENDIXA................................................................................................................................... HYDROLOGIC CALCULATIONS............................................................................................. — Composite C Calculations.........................................................:........................................... — Time of Concentration Calculations..................................................................................... — Runoff Computations............................................................................................................ ` APPENDIX B HYDRAULIC CALCULATIONS................................................................................................ — Detention Volume by the Modified FAA Method................................................................ — Percolation Test Summary.................................................................................................... — Calculations for Bioretention Basin...................................................................................... APPENDIXC................................................................................................................................... FIGURES AND BACKGROUND INFORMATION................................................................... Flood Insurance Rate Maps — Soil Map................................................................................................................................ ' Existing Drainage Map — Proposed Drainage Map........................................................................................................ 2 GENERAL LOCATION AND DESCRIPTION SITE LOCAT/ON The site is known as the Human Bean and is located in the Southwest Quarter of Section 29, Township 3 South, Range 69 West of the 6" Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado and contains 0.344 acres. The property is located in the southwest quadrant of the City of Wheat Ridge grid number 29. A walk-up/drive-through coffee shop is proposed for this site. In addition to the approximately 432 sf building, development will include associated parking, underground utilities, landscaping, and a driveway access to Youngfield Street. The site is bounded by the Youngfield Street right-of-way on the West, the Bureau of Land Management State Office lot on the South, and an office building and associated parking on the North and East. DESCRIPTION OF PROPERTY AND LAND USE The existing site is undeveloped. The site slopes to the east at an approximately 15% slope for a short distance adjacent to the sidewalk and then at approximately 3% across the rest of the site. Stomwater runoff flows west to east across the site and leaves the site over the curb on to the existing office building parking lot and is directed to their onsite detention facility. The site lies in Zone X outside the 100 -year floodplain per FEMA Flood Insurance Rate Map number 08059COI94F revised February 5, 2014. The on-site soils consist of Denver — Urban land complex, 0 to 2% slopes. Please refer to Appendix C for a copy of the NRCS soils map. The Denver variant — Urban land complex is categorized as NRCS Hydrologic Soil Group (HSG) `C'. Group `C' soils have a slow infiltration rate when thoroughly wet. They consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. The proposed bioretention area is designed to penetrate the clay soil surface layer to create an infiltrative surface with a good rate of water transmission. Bore logs are included in the Appendix B. DRAINAGE BASINS AND SUB -BASINS MAJOR BASIN DESCRIPTION The project site is located in the Lena Gulch Basin which is tributary to Lena Gulch. It is on the west side of the basin, two blocks northeasterly of Maple Grove Reservoir. The site currently drains on to the adjacent office building property and into their existing detention facility. SUB -BASIN DESCRIPTION - E,YISTING CONDITIONS The existing topography associated with this project site creates a single onsite drainage basin with one small off-site basin contributing to the flow on the property. Please refer to the Existing Drainage Map for basin location. Historic Basin E-1 is 0.34 acres and covers the entirety of the site. Runoff sheet flows from all areas of the site, easterly to the adjacent office building property and on to their existing detention facility. Rational Method calculations yield a flowrate of 0.33 cfs for the 5 -year storm event and 1.64 cfs for the 100 -year storm event. Historic Basin OS 1 is 0.02 acres and is comprised of a narrow strip running along the north, west, and part of the south side of the site. Stormwater runoff from this area currently sheet flows on to the site and combines with the onsite runoff flowing easterly to the adjacent office building property and to their existing detention facility. Rational Method calculations yield a flowrate of 0.02 cfs for the 5 -year storm event and 0.09 cfs for the 100 -year storm event. SUB -BASIN DESCRIPTION -PROPOSED CONDITIONS The proposed site is comprised of two drainage basins. The first is onsite and the second is area that flows off-site. Please refer to the Proposed Drainage Map for basin location. Basin P-1 is 0.32 acres and contains the entire site tributary to the bioretention infiltration basin. Runoff is directed overland to the infiltration facility at the southeast corner of the site which serves as both the water quality and detention facility. Stormwater in this infiltration basin will percolate in to the soil. Rational Method calculations yield a flowrate of 1.32 cfs for the 5 -year storm event and 2.50 cfs for the 100 -year storm event. Basin OS2 is 0.03 acres and is comprised predominantly of perimeter landscape area that could not be directed to the infiltration basin and runs off-site to the office building property. The associated stormwater is conveyed to their existing detention facility as it was in existing conditions. The strip along the west side is the hardscape area created by the widening of the sidewalk. Rational Method calculations yield a flowrate of 0.04 cfs for the 5 -year storm event and 0.15 cfs for the 100 -year storm event. No impact to adjacent properties is anticipated. DRAINAGE DESIGN CRITERIA REGULATIONS This drainage study is prepared in conformance with the City of Wheat Ridge, Site Drainage Requirements and the Urban Drainage and Flood Control District Criteria Manuals 1-3 (UDFCD Criteria Manual), latest editions. HYDROLOGY The City of Wheat Ridge, Site Drainage Requirements state that following are the return frequencies of the minor and major storms. Minor Storm: 5 -Year Major Storm: 100 -Year The project site is less than 90 acres in size; therefore, the Rational Method (i.e., Q=CiA) was used to estimate the excess existing (historic) and developed runoff. The existing and developed runoff coefficients were calculated using Table RO-5 from the UDFCD Criteria Manual. The 100 -year and 5 -year rainfall intensity data for the existing and developed conditions were taken from Figure 5-1 provided in the City of Wheat Ridge, Site Drainage Requirements. The site will use an infiltration basin for stormwater detention and water quality. The release rate of the infiltration basin is based upon the City of Wheat Ridge, Site Drainage Requirements methodology: the bottom area of the basin multiplied by the average percolation rate. WATER QUALITY ENHANCEMENT The structural BMP to be utilized for water quality is the infiltration detention basin. PROPOSED STORMWATER CONVEYANCE OR STORAGE FACILITIES STORMWATER CONVEYANCE FACIGITms The general runoff pattern for the site directs drainage overland and along curb and gutter in to the proposed infiltration basin. STORMWATER STORAGE FACiunEs An infiltration basin, in general conformance with the UDFCD Bioretention fact sheet and City of Wheat Ridge Public Works Site Drainage Requirements, is proposed for this site. It will be a total infiltration system so no underdrain is required. The volume of the infiltration basin is sized to accommodate 100% of the 100 -year detention volume. No WQCV is required for the entire site because full infiltration of stormwater is proposed. The release rate of the infiltration basin is based upon the City of Wheat Ridge, Site Drainage Requirements methodology: the bottom area of the basin multiplied by the average percolation rate. Three percolation tests were conducted approximately 20 feet from the east property line in April 2015 by Colorado Geoscience and Design, Inc. The detailed results, including Tri -County Health Department Form S-431, location map and supporting information is included in Appendix B. The percolation rate results for the three holes were 240, 40, and 48 minutes per inch. The average of 109 min/in was heavily influenced by the 240 min/in slow percolation rate outlier. In addition to the percolation tests, a bore to at least nine feet in depth was conducted in this area for soil profile information. Sandy clay was found down to a depth of 4.5 feet. Below this level a considerably more sand and gravelly type soil was found and continued to the limits of the bore. For this reason, any area below the infiltrative surface that does not extend to the elevation of this soil type interface will be removed and replaced with an appropriate select fill. No water was encountered in this bore or any others conducted in other parts of the site which extended down 20 and 24 feet. These additional two bores are described in the "Subsurface Investigation of 2900 Youngfield Street" report dated April 30, 2015, also by Colorado Geoscience and Design, Inc. Since the 240 min/inch percolation rate was found above the bottom of the impervious clay, the City will allow this result to be dropped from inclusion in the average percolation rates. Therefore, using the average percolation rate of the 40 min/inch and 44 min/inch yields 42 minutes/inch. This number is reduced by a safety factor of 20% which yields a design infiltration rate of 34 min/inch. Soil in the area of the proposed bioretention basin will be excavated to a minimum depth of 48 inches below existing ground or to the depth where the more porous gravel/sand excavation layer is achieved. Subsequent to excavation, the bottom of the pond is scarified and no more heavy equipment is allowed within the basin area. A minimum of 6 inches of Biotite Rain Garden Growing Media will be incorporated the topsoil of the basin. The emergency overflow for the bioretention basin will be along the east side of the basin. If the basin overtops the design volume, plus the 6 inches of freeboard, this will convey the stormwater to its original path in existing conditions. POTENTIAL PERMITTING REQUIREMENTS This proposed development is seeking required approvals from the City of Wheat Ridge. Since the site is less than one acre in area, no Stormwater Management Plan or State permits are required. CONCLUSIONS This development improves drainage conditions for the adjacent Office Building property by keeping its stormwater onsite. The property will no longer be tributary to the existing detention facilities on that site. This Storm Drainage Study Report substantially complies with the City of Wheat Ridge Site Drainage Requirements and the UDFCD Criteria Manual for water quality and detention requirements. REFERENCES City of Wheat Ridge Site Drainage Requirements, City of Wheat Ridge Public Works, Colorado, Latest Edition. Wheat Ridge Community Development Department Pre -Application Meeting Summary, City of Wheat Ridge, Colorado, October 9, 2014. Urban Storm Drainage Criteria Manual, Vol. 1, 2 and 3, Urban Drainage and Flood Control District, Denver, Colorado. Latest Edition. APPENDIX A HYDROLOGIC CALCULATIONS - COMPOSITE C CALCULATIONS - TIME OF CONCENTRATION CALCULATIONS - RUNOFF COMPUTATIONS COMPOSITE C CALCULATION PROJECT NAME: The Human Bean 'V1 Mcinhcii'd_ PROJECTNO: ANN.WH0001 CONSUCTINC LOCATION: Wheat Ridge, colorado 'Calculations on this sheet come from UDFCD: Urban Storm Drainage Criteria Manual (V.1) EXISTING DRAINAGE AREA BASIN ID NRCS Hydrologic Soil Group: C Lawns, sandy soil ftZ paved ft2 Historic flow analysis 2% Impervious Atotal Ac 0.00 5 yr= 0.16 0.00 100 yr= 0.51 15000 Lawns, sandy soil 0% Impervious 0.34 0.00 5 yr= 0.15 0.00 100 yr= 0.50 831 Paved 100% Impervious 0.02 0.00 5 yr= 0.90 0.00 100 yr= 0.96 Roofs 90% Impervious 0.00 5 yr= 0.75 0.00 100 yr= 0.83 Gravel (packed) 40% Impervious 0.00 5 yr= 0.35 0.00 100 yr= 0.58 EXISTING DRAINAGE AREA BASIN ID A total (ft2) Historic flow analysis (ft2 Lawns, sandy soil ftZ paved ft2 Roofs ftZ Gravel (packed) ftZ Atotal Ac COMPOSITE C 5 r 100 Yr Percent Impervious E1 15000 15000 0.34 0.16 0.51 2% OS1 831 831 0.02 0.16 0.51 2% ,Subtotals -.1 15,831 1 15,831 1 0 1 0 1 0 1 0 1 2% Drainage Area= 0.36 1 of 2 Designer: AJD Date: 8/25/2015, 9:44 AM P:\Annwhco01\Documents\Drainage\2015-08-25 Annwhco01 (drainage calculations - V.1).xlsx COMPOSITE C CALCULATION PROJECT NAME: The Human Bean ,1 . Manhard_ PROJECTNO: ANN.WH0001 CONSULTINC LOCATION. Wheat Ridge, colorado *Calculations on this sheet come from UDFCD: Urban Storm Drainage Criteria Manual (V.1) BASIN ID NRCS Hydrologic Soil Group: C Lawns, sandy soil ft2 Paved ftZ Historic flow analysis 2% Impervious Atotal (Ac 0.00 5 yr= 0.16 0.00 100 yr= 0.51 Lawns, sandy soil 0% Impervious 641 0.00 5 yr= 0.15 0.00 100 yr= 0.50 OS2 Paved 100% Impervious 1006 0.00 5 yr= 0.90 0.00 100 yr= 0.96 0.27 0.57 Roofs 90% Impervious 0.00 5 yr= 0.75 0.00 100 yr= 0.83 Gravel (packed) 40% Impervious 0.00 5 yr= 0.35 0.00 100 yr= 0.58 PROPOSED DRAINAGE AREA BASIN ID Atotal ft2 Historic flow analysis ftZ Lawns, sandy soil ft2 Paved ftZ Roofs ft2) Gravel (packed) (ft2) Atotal (Ac COMPOSITE C 5 r 100 yr Percent Impervious P1 13806 3388 9777 641 0.32 0.71 0.84 75% OS2 1194 1006 189 0.03 0.27 0.57 16% Subtotals: 15,000 0 4,394 9,966 1 641 0 70% Drainage Area= 0.34 2 of 2 Designer: AJD Date: 8/25/2015, 9:44 AM P:\Annwhco01\Documents\Drainage\2015-08-25 Annwhco01 (drainage calculations - V.1).xlsx _O U O U LL O W C a r m d C: 0 m U E � T- a) a) Z Z F— Q W O X X L) U m U CY N ■ IIIIIIIIIININI IIII ■IIIIIIII �IIIIIII� ■�����IIIIII■IIIIIIIII �IIIIIYIII�IIIIIIIIII W O X X L) U m U CY N I a v 0 N N N c4 a N C N N 0 W a ■ Nlplll ill����l iniiin■ii a v 0 N N N c4 a N C N N 0 W a 101 N :IIII�1111111111111 ""'�I�IIIIIIIIIIIIII 101 N 11i a w ■ YIIIIIIIIIII�111111 ��I���1�11111�111 'q���'�IIIIIIII ����� IIIII III Ieliill� �� a w APPENDIX B HYDRA ULIC CAL CULA T IONS - Detention Volume by the Modified FAA Method - Percolation Test Summary - Calculations for Bioretention Basin L c J 44 0 U Z Z �' V LL N W LL Lj- a cn LL- 0: U n U U Z W W N i.0 Q �O N N00 O V, V) M m0 000 z U O I;t 0 O N N O 1 0 0 0 Z- 0 O (p C v a` x v v Q v v v vu a E v O E c c c c v E 0 0 0 0> O m o + o U -L7 c c c c c c U a° Project: Human Bean, Wheat Basin ID: DETENTION VOLUME BY THE MODIFIED FAA METHOD (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): Cmchmen1l)-nage lm perviousness I,= __ 70.0✓ percent Design Information (Inputl: CathmentOraina9e imperviousness 1.= 70.00 percent Catchment Drainage Area A= 11344 Catchment Drainage Area A= 0.304 Pnadl-lopment NRCS Soil Group Type= _ A, BSC, orD Predevelopment NRCSSo,IGroup Type= C A,rB SC -D Return Perlod for Daunbon Control T = 5 years . 5, 10. 25. 50, or 100) (2 Rehm Penod for Delenton Control T = years (2, 5, 10. 25.50, or 100) Time of Concentrabon of Watershed Tc = 5 minutes Time of G--- mrb.n of Watershed Tc = 5 manures Allowable Unit Release Rate q = 017 cfslaue Allowable Unit Release Rare q = &W- -p Precipitation P, = 1 s5 Jmchas One4our Precipila0on P1 = inches D Ig RainfalliDF Formula I-Cj P,l(Ct+TJ-Ca Deslg Rainfall JDF Formula 1=C,'P,I(C,+TJ•C, C ncn,m One C 2 .otl Coeff - tone C,- 28.50 C Ili -em Two C tt:_ Coeff - tTwo C'= 10 C ff -enf Three C 0 789 -f Coeff nt Three C' = 0.769 Determination of Average Outflow from the Basin (Calculated): Determination of Averaae Outflow fromthe Basin (Calculatedl: Runoff CoeHoiem C = 053 Runoff Coefficient C = 0.68 Inflow Peak Runoff Op -in= 083 cfs Inflow Peak R. -Il Open= 2.05 is Allowable Peak Oulfiuw Rale Oprout= 0.06 cfs Allowable Peak Outflow Rate Op -out= 0.03 cis Mod. FAA Minor Storage Volume= 882 cubic feet Mod. FAA Major Storage Volume= 3,475 cubic feet Mod. FAA Minor Storage Volume = 0.020 re -n Mod. FAA Major Storage Volume = 0.080 aere4t 30Enter Rea, 11 Dumb- incremental Increase Value Here e..5 for 5 -Minutes Rainfall Rainfall Inflow Adlusiment Average Oudlow Storage Rainfall Rainfall Inflow Adjustment Average Outilow Storage D -b.. In-fty Volume Factor Oulllow Volum Volum Duration Imrensdy Volume Factor Outflow Volum Volume minutes inches/hr re -feet mut cfs acre-feet acre-feet minutes inches/hr ere -feet m cfs re -teat cre-leaf cutout)(output u[ (-pa) u ut nut u[ ul (output)(output) ut N 0.00 o.000 000 0.00 0.000 0.000 0 000 0000 000 0,00 0.000 0.0000 30 2.09 0.016 0.58 0.03 0.001 0.014 30 405 0.039 0.58 0.02 0 001 0.0384 60 1.35 - 0.020 0.54 003 0 003 0 018 60 2.60 0.050 0.54 002 0.001 00489 90 1.02 0.023 053 0.03 0004 0.019 90 197 0.057 0.53 0.02 0.002 0.0549 120 0.83 0025 052 0.03 0.005 0.020 120 1.60 0.062 0.52 0.02 0.003 0.0590 150 0.70 0,026 0.52 0.03 0.006 0.020 150 1.36 0.066 052 0.02 0 003 00621 180 061 0028 0.51 0.03 0.007 0.020 180 1.18 0.069 051 0.02 0.004 00646 210 0.55 0029 051 0.03 0.009 0.020 210 1.06 0.071 0.51 0.02 0.005 0.0666 240 0.49 0,030 0.51 003 0.010 0.020 240 0.95 0 074 0.51 002 0.005 0.0683 270 045 0 031 0.51 0.03 0.011 0.020 270 087 0.076 0.51 0.02 0 006 0.0698 300 0.42 0,031 051 003 0.012 0 019 300 0.81 0.078 0.51 0.02 0,007 0.0710 330 0.39 0.032 0.51 0.03 0.013 0019 330 0.75 0.080 0.51 0.02 0.007 0,0721 360 0.36 0 033 0.51 003 0.015 0.018 360 070 0.081 0.51 - 0.02 0 008 0.0731 390 0.34 0033 0.51 003 0.016 0.017 390 0.66 0.083 0.51 0.02 0.009 0.0739 420 032 0.034 0.51 0.03 0.017 0.017 420 062 0.084 051 0.02 0.009 00747 450 0.30 0,034 0.51 003 0.018 0.016 450 0.59 0.085 0.51 0.02 0.010 0.0754 480 029 0.035 051 0.03 0020 0015 480 0.56 0.087 0.51 0.02 0.011 0.0760 510 028 0 035 050 0.03 0.021 0.015 510 054 0.088 050 - 0.02 0 011 00765 540 026 0 036 0.50 0.03 0.022 0.014 540 051 0.089 0.50 0.02 0.012 0.0770 570 0.25 0.036 050 003 0 023 0 013 570 0.49 0.090 0.50 0.02 0.013 0.0774 600 0.24 00 7 050 0.03 0.024 0.012 600 047 0 091 0.50 0.02. 0.013 00778 630 0.24 0037 050 _ 0.03 0.026 0.012 630 045 0.092 0.50 0.02 0.014 0.0781 660 0.23 0.038 0.50 0.03 0.027 0.011 660 0.44 0.093 0.50 002 0.015 0.0784 690 0.22 0.038 0.50 0.03 0.028 0 010 690 0.42 0.094 050 0.02 0.015 0.0787 720 0.21 0038 0.50 0.03 0.029 0.009 720 0.41 0.095 D.50 0.02 0,016 00789 750 021 0.039 0.50 0.03 0.030 0 008 750 0.40 0.096 0.50 002 0.017 0.0791 780 020 0 039 0,50 0.03 0.032 0 007 780 0.38 0.097 0.50 0.02 0.017 0.0792 810 0.19 0039 0.50 0.03 0.033 0.006 810 0.37 0.098 0.50 0.02 0.018 0.0794 640 0.19 0040 0.50 003 0.034 0.006 840 0.36 0.098 0.50 0.02 0.019 0.0795 870 0.18 0040 0.50 0.03 0.035 0005 870 0.35 0.099 0.50 0.02 0.019 0.0796 900 0.18 0.040 0.50 0.03 0 036 0 004 900 0.34 0.100 - 0.50 0.02 0.020 0.0797 930 0.17 0 041 050 0.03 0.038 0.003 930 034 0.101 050 0.02 0.021 0.0797 960 0.17 0041 0.50 0.03 0.039 0002 9 0.33 0.101 0.50 0.02 0021 0.0798 990 0.17 0.041 0.50 0.03 0.040 0.001 990 0.32 0.102 0.50 0.02 0.022 0.0798 1020 0.16 0.041 0.50 003 0 041 0.000 1020 031 0.103 050 0.02 0.023 0.0798 1050 0.16 0.042 050 0.03 0.042 -0001 1050 0.31 0.103 0.50 002 0,023 0,0798 1080 0.15 0.042 0.50 0.03 0044 -0002 1080 0.30 0.104 0.50 0.02 0024 00797 1110 0.15 0 042 0.50 0.03 0.045 -0.003 ilio 0.29 0.104 0.50 002 0.025 0.0797 1140 0.15 0 042 0.50 0,03 0.046 -0004 1140 0.29 0.105 0.50 0.02 0 025 00796 1170 0.15 0043 0.50 003 0.047 -0005 1170 0.28 0.106 0.50 0.02 0026 0.0796 1200 0.14 0.043 0.50 003 0 049 -C 006 1200 0.27 0.106 0.50 - 0.02 0.027 0.0795 1230 0.14 0.043 0.50 0.03 0.050 -0007 1230 027 0 107 0.50 002 0.027 0.0794 1260 0.14 - 0.043 0.50 003 0.051 -0008 1260 0.26 0.107 0.50 0.02 0028 00793 1290 0.13 0 044 0.50 003 0.052 0 009 1290 0.26 0.108 0.50 0.02 0 029 00792 1320 0.13 0.044 0.50 003 0053 -0010 1320 0.26 0.109 0.50 002 0029 0.0790 1350 0.13 0.044 0.50 003 0.055 -0,011 1350 0.25 0.109 0.50 0.02 0 030 0.0789 1380 0.13 0.044 050 003 0.056 -0012 1380 0.25 0.110 0.50 002 0.031 00787 1410 0.13 0.044 0.50 003 0.057 -0013 1410 -0.24 0.110 0.50 0.02 0031 00786 1440 0.12 0.045 0.50 003 0.058 -0.014 1440 0.24 0.111 0.50 0.02 0032 00784 1470 0.12 0.045 0.50 0.03 0 059 -0.015 1470 0.23 0.111 0.50 0.02 0 033 0.0782 1500 0.12 0.045 0.50 0.03 0.061 - -0.016 1500 0.23 0.112 0 50 0.02 0 033 0.0781 1530 0.12 0045 0.50 003 0.062 -0017 1530 0.23 0.112 0.50 0.02 0034 0.0779 1560 0.12 0045 0.50 0030063 -0.018 1560 0.22 0.113 0.50 0.02 0035 00777 1590 0.11 0.046 0.50 003 0.064 -0.019 1590 0.22 0.113 0.50 0.02 0.035 0.0775 1620 0.11 0.046 0.50 0.03 0.065 -0.020 1620 022 0.113 0.50 0.02 0.036 00773 1650 0.11 0.046 060 003 0.067 -0.021 1650 0.21 0.114 050 002 0 037 0.0770 1680 0.11 0.046 0.50 003 0.068 -0.022 1680 021 0.114 0.50 0.02 0037 00768 1710 0.11 0.046 0.50 003 0.069 -0 023 1710 0.21 0.115 0.50 002 0 038 0,0766 1740 0.11 0.046 050 0.03 0 070 -0.024 1740 0.21 0.115 050 002 0 039 00764 1770 0.10 0.047 0.50 0.03 0071 -0.025 1770 0.20 0.116 0.50 0.02 0.039 00761 1800 0.10 0.047 0.50 0.03 0 073 -0.026 1 1800 0.20 0.116 050 0.02 0,040 0,0759 Mod. FAA Minor Storage Volume Icublc ft)= 882 Mod. FAA Major Storage Volume (cubic ft)= 3,475 Mod. FAA Minor Storage Volume (acre -ft.)= 0.0202 Mod. FAA Major Storage Volume (,craft)- 0.0788 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 2015-08-18 UD-Dereneon ,2.35 - WIM Actusl IC As, Moulded FAA 8/252015, 9 42 AM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Human Bean, Wheat Ridge Basin ID: UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 2015-08-18 UD -Detention v2.35 - Wdh Ac Wal IC A, Modified FAA 812512015. 9 42 AM AVAILABLE DETENTION STORAGE VOLUME PROJECTNAME: The Human Bean M nhrd. PROJECTNO: ANN.WHCO01 CONSULTING LOCATION: Wheat Ridge, colorado POND ID(ft') ELEV AREA VOLUME ft3) VOLUME,U , (ft3 METHOD 5534.3 0.00 0 0 5535 1201.44 421 421 5536 1494.08 1,345 1,766 5537 3875.07 2,592 4,357 prismoidal V1oo(ft3)= 3475.05 100 x V100(ft)= 3822.55 Elevloo(ft)= 5536.66 ElevTOTAL(ft)= 5536.79 *Volumes are increased by 10% to allow for construction tolerances 1 of 1 Designer: AJD Date: 8/25/2015, 10:03 AM P:\Annwhco01\Documents\Drainage\2015-08-25 Annwhco01 (drainage calculations - V.1).xlsx f4ealtri E)epartnnient Pere. lation fest Summary and Data Form ob # 15-2OJ Property erty address _.2900 Y unc fi lc Streetm- t 3 _. -- Legal description— 2900 Yogggfi�ld Street, Jefferson C vu . Colorado ProperlyOwner/Contractor Name Annandale Consultants, Inc;. Address 1360 South Wadsworth Blvd. Lakewood CO 80226 Email Address Phone 303-941-3000 Saturation and Swelling • Date and time presoak water added: 04.13.15 8:15 am Amount of presoak water added (gallons): t5 • Date and time percolation test is started: 04.14.15 11:30 am Did water remain in the hole after the overnight swelling period: Hole 1 Yes x No Hole 4 Yes No Hole 2 Yes x No Hole 5 Yes No Hole 3 Yes x No Hole 6 Yes No Percolation Rate Measurements Percolation Rate Depth Percolation Rate Hole 1 240 36 Hole 4 Hole 2 40 48 Hole 5 Hole 3 48 60 Hole 6 Rate fication Depth I certify the information on this form is correct and complete to the best of my knowledge and that I performed all tests in accordance with the provisions of Tri -County Health Department Regulation 0-14. 1 certify that I have the competencies needed in accordance with Section 7.13 B. of 0-14. Michael VV. Klausner (�rrr�t Na#�i Date rurm S-431 -Q010rado-GeOsCietttCe and Cogs€�q� t1 ,c;.:a ornpany Name P 0 Box 68, 'ranktown, CO 80116 Address 3034388 2150 _ .,_ Phone f~ rnaii Profile Hole Information (.Tient Annandale Cor SWtants, inn, nust be classified using Unified .system A,031 D248 -It t ClC atlC�n: _2900 Yucin .:e rd Scree le-ftersot . � _ ntyi Jots No; 15-203 Colorado Clay, sandy, very Mitt njoi t bruva" iC 2 5 Drive Sample Taken at ,3 P :'17112 Blow C Cunt 11% Moisture C omen 52`4- Passed the #200 sieve Medium -grained sand, gravelly, clayey, dense, slightly moist, pinkish brown , Drive Sample Taken at €3 35112 Blow Count 5% Moisture Content 21% Passed tine #200 Steve HN Type of Equipment Used - GIME 45C trill Rig Certification I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the previsions of Chapter 25-10-104 ( 1973 of the Colorado Revised Statues as amended which pertains to individual sewage disposal systems by myself or cinder my st.rp r'vi€ ion, Colorado Geoscience and Desicin, Inc. Company Name --P.O. Box 68,.F r nktownCO 80116 Address Phonei (303) 688-2150 Original Seal 2900 YOUNGFIELD STREET, JEFFERSON COUNTY, COLORADO PERCOLATION TEST RESULT FORM 15-203 `* Water Added Note: 1) Field notes shall be recorded on this form or in this format; typed copies of field records may be submitted on this form. 2) A four hour test must be conducted unless (a) water remains in the hole after the presoak in which case one 30 minute interval is sufficient, (b) the first 6” of water seeps away in < 30 minutes in which case a one-hour test of 6-10 minutes time intervals may be used, (c) the test is being conducted in sand in which case a one-hour test of 6-10 minute time intervals may be used, (d) three successive water level drops do not vary by more than 1/16 inch in which case a two-hour test must be conducted, (e) the test is in the Dawson Arkose in which case the test must be run a minimum of four hours until the last three successive water level drops vary by less than 1/16 inch. MOLE HOLE HOLE LENGTH OF ' i 9 WATER DEPTH Q 1 i WATER DEPTH @ 4 DROP IN WATER PERCOLATION DEPTH DIAMETER INTERNA! START OF INTERVAL END OF INTERVAL RATE La FINAL NO. (IN) I ..., (IN.} s (MIN.)' 1. .. ......:.... .i (IN.) (IN.) r (IN.) LEVEL; INTERVAL (MINJIN;) 36 a 30 77 30 30 8"7 30 _.1'. r 0-43.0 30 30 y, <' 0)126L 34 t I 't 30 f 2 48 a 30 30 %PO"10 30 , , : 4 125 ,17 30 4 125 3 000 t -s:1.5 . 02� �. I 0 3 80 $ , Cu0 t _ 7 i;.. ##„L) 301 4'4 E 4 I `* Water Added Note: 1) Field notes shall be recorded on this form or in this format; typed copies of field records may be submitted on this form. 2) A four hour test must be conducted unless (a) water remains in the hole after the presoak in which case one 30 minute interval is sufficient, (b) the first 6” of water seeps away in < 30 minutes in which case a one-hour test of 6-10 minutes time intervals may be used, (c) the test is being conducted in sand in which case a one-hour test of 6-10 minute time intervals may be used, (d) three successive water level drops do not vary by more than 1/16 inch in which case a two-hour test must be conducted, (e) the test is in the Dawson Arkose in which case the test must be run a minimum of four hours until the last three successive water level drops vary by less than 1/16 inch. APPENDIX C FIG URESAND BACKGROUND INFORMATION - FLOOD INSURANCE RATE MAPS - SOIL MAP - EXISTING DRAINAGE MAP - PROPOSED DRAINAGE MAP wu r=6 O W LL r�;E c C u OT " w`ad `a c w E°E d r O NLL LLLL Lu "r W mr' N N OL OULa w 5 CNON LLA W) a, N « � _ avec« O W Cr Z Q Zas�� _$ffi� an� ZO u E �ocav O 1n 1— a mEa� a Ovww�fn dC CL mc�Zo W rn O J U U Q u m = Qt m r W '� Z Z ZOD n o to LL m m m i000 a a n f aci m W LL 0' ° v 10Nmmo E E a J Q Q d O Q a V1 FL Q L a. iE « � Q< Z O a Z w zo_ v a m W d E E o ai° O_�n Uuj a N va �a =°oo ,Z '�`� rC�Ds p O^ HOZ �; l LU 7 u°i °¢ yQ� E O ��` p{ 4' 2 L $OL Of, Q S ` � 0 [�] Fr F O Q W O w O 4 '� w .O 'Q o' o w E N o2 E Nv O °N3,tv,m ® M. WON r. 7 KPI I ®®® 7 ® V N J N E U C 0, N N a O °° E O a =0 o«UE v O N N N ° N N N d O L - C�ik�J2 yi 4J�ik�j� N co P�� )dye r rnN X00 M�%aab OJ�� O GO�OON F F. ��� 04 a' Z F � 00 Cl) m i Q�9 �. � LO tfi t 00 01 rn VIVIAN ST. LO (p j V' InriS lO M:jvm Opp co pp01 i S Z ObVM OD 1 1S w 1H`EMM J >00 HEJIbM lO 1H`JIaM Q ° c i i II F- N 10 zts si=t •� ,, _ � z E , � lO 1HJIHM 1H`JI?1M S 2 S i rn iC r 1S NON3X 1 � I 1 I dwy� of y CIH CUW8 1 02-1 U w I w iS ONV_ > 1S VINNIZ P Qj313JNf10A_ > W 1 a I Q o r IN lO VINNIZ y z CT ZINNIA $ § I \ 0 a_ z_ 6S6DOOV a_ a_ SE60001, / ) \ ! ) / m / 7 /\ \\ f k r \0 ( �§ - }R\ \ ( ; ) } { � \ S) w { ) , ( \ \ ) ) _ �{ 0§ ) ■ ƒ %2 * _ _/ ,a z U ,zap /§ Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group Human Bean - 2900 Youngfield Street Hydrologic Soil Group— Summary by Map Unit — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (C0641) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 34 Denver -Urban land C complex, 0 to 2 percent slopes Totals for Area of Interest Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff.- None Specified Tie-break Rule. Higher 0.6 100.0% 0.6 100.0% USDA Natural Resources Web Soil Survey 5/7/2015 Conservation Service National Cooperative Soil Survey Page 3 of 3 1-.A- STRUCTURAL design, inc. STRUCTURAL CALCULATIONS FOR ZIGGI'S COFFEE - WHEAT RIDGE 2900 YOUNGFIELD STREET WHEAT RIDGE, CO 80401 PREPARED FOR: MAH ARCHITECTURE GROUP PREPARED BY: TJF STRUCTURAL DESIGN, INC. 5995 GREENWOOD PLAZA BLVD, SUITE 120 GREENWOOD PLAZA, CO 80111 303-618-4555 JANUARY 4, 2019 Job No. 18093 JAMIE HO, P.E. Cvy of wheat Ridge n n TJF Structural Design, Inc. • 5995 Greenwood Plaza Boulevard, Ste. 120 • Denver, CO 80111 • Phone: 303-618-4555 • Email: infoCa�%0M% i1 Eom J4PROJECT: STRUCTURAL destgn, we. ZIGGI'S COFFEE - WHEAT RIDGE DATE: 9/10/2018 JOB #: 18093 SUBJECT: Structural Calculations BY: JAH SHEET: CODE CRITERIA: City of Wheat Ridge Building Code Criteria: 2012 International Building Code Snow: Ground= 30 psf Roof= 30 psf Wind: Wind Speed= 135 mph (ULT) Exposure B Seismic Ss= 0.194 S1= 0.06 Sds= 0.207 Sd1= 0.097 Occupancy Category II Site Class D Seismic Design Category B Frost Line Depth: 36 inches I Df1f1C I nnnc. IU/nnr\ nnnC• DEAD: 1/2" PLYWOOD ROOF DECK 2.2 psf CEILING/LIGHTS/MECHANICAL 10.0 psf WOOD TRUSS AT 2' O.C. 2.0 psf MEMBRANE ROOFING AND INSULATION 5.0 psf 19.2 psf Use 20 psf LIVE: SNOW 30 psf WALL LOADS: DEAD: 2X6 Wood studs at 16" o.c. 2.2 psf 1/2" Gypboard Interior 2.2 psf 2 x 1/2" Gypboard Exterior Sheathing 4.4 psf Exterior Finish (adhered stone or stucco) 10 psf 18.8 psf Use 20 psf city of Building Division Page 1 T.IF Structural nesinn Inc • 37.59 S Sehrinn Court • Denver Ct7 sn937 • Phnne 3n3-R1R-4555 • Fax 720-594-R380 • Finail tfnrn.qtrmm�a r.nmrast net J4vlpff= STRUCTURAL design, Inc. PROJECT: ZIGGI'S COFFEE - WHEAT RIDGE DATE: 9/10/2018 JOB #: 18093 SUBJECT: Structural Calculations BY: JAH SHEET: FOUNDATION LOADS: Allowable Bearing = 1500 PSF At Walls: Load (roof) = 50 PSF Trib Roof = 7 FT Load (wall) = 20 PSF Trib Height = 15 FT Concrete beam = 187.5 PLF I ota1 atVPF rVlll g = Oil-) rLr SF req'd = 0.56 SF Use 1-4 wide ftg Page 2 City of Wheat Ridge Building Division TJF Structural Desian. Inc. • 3752 S Sebrina Court • Denver. CO 80237 • Phone: 303-618-4555 • Fax: 720-524-6360 • Email: tfornstrom(o)comcast.net 'A I —M — STRUCTURAL design, i*"' PROJECT: ZIGGI'S COFFEE - WHEAT RIDGE DATE: 9/10/2018 JOB #: 18093 SUBJECT: Structural Calculations BY: JAH SHEET: LATERAL LOADS: Seismic: R = 6.5 (Light -framed walls) Sds = 0.207 g 1= 1 Cs = Sds/(R/1) = 0.032 Building Weight Roof wt = 20 psf x 480 SF = 9.6 k Wall wt = 20 psf x 1664 SF = 33.28 k Total = 42.88 k Seismic base shear = 1.37 k (ult) Wind: MWFRS: MWFRS Wind Load = 17 PSF Parapet= 36 PSF L= 40 ft B = 12 ft Height = 10 ft Parapet Height = 5 ft Wind Load (L) = 14 k (ult) Wind Load (B) = 4.2 k (ult) WIND LOAD GOVERNS Components & Cladding: Walls = -26.6 psf, 20SF Parapet = 42 psf, 20SF Roof= -58 psf, 20SF MWFRS: Approach: IBC Section 2308 --Conventional Light -Frame Construction Braced wall panels, with hold-down capacity > 1800 Ib Use Simpson STHD14 (Capacity = 5345 Ib) City of Wheat Ridge Building Division Page 3 T.IF Struchiral nesinn Inc • 3759 S Sehrinn Cniirf • r)anver Cn 80237 • Phnne- 3n3-618-4555 • Fax- 79n-594-8360 • Finail- tfnrnstmmnrnmr.nO nat TJF STRUCTURAL DESIGN, Inc. 4380 S Syracuse, Ste. 305 Denver, CO 80237 303-618-4555 JOB TITLE ZIGGI'S COFFEE - WHEAT RIDGE JOB NO. 18093 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Wind Loads: ASCE 7- 10 Ultimate Wind Speed 135 mph Directionality (Kd) 0.85 Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Kh case 1 0.701 Kh case 2 0.575 Type of roof Monoslope V(z H/Lh= 0.00 K, = Topographic Factor (Kzt) 0.33 Topography Flat Hill Height (H) 0.0 ft Half Hill Length (Lh) 100.0 ft Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 100.0 ft From top of crest: x = 50.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K, = x/Lh = 0.50 K2 = z/Lh = 0.15 K3 = At Mean Roof Ht: 0.906 Kzt = (1+KiK2K3)^2 = Gust Effect Factor h = 10.0 ft B = 12.0 ft /z (0.6h) = 30.0 ft Riaid Structure Ca = 0.33 1 = 320 ft Zmin = 30 ft C = 0.30 9Q, 9V = 3.4 LZ = 310.0 ft Q = 0.95 Iz = 0.30 G = 0.89 use G = 0.85 4 inn) H< 60ft;exp B .•. Kzt=1.0 SR sd-kv xf dowrwind) H)2 Jud Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.83 Rigid structure G = 0.85 Using rigid structure default Flexible or Dvnamicaliv Sensitive Structure Natural Frequency (n,) = 7.0 Hz Damping ratio (R) = V(Z) /b = Z46 /a = Speed-up 0.000 V(Z) x(upwind) x(downvvind) 0.667 , 1.000 H12 H Rh = Lh F-112 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.83 Rigid structure G = 0.85 Using rigid structure default Flexible or Dvnamicaliv Sensitive Structure Natural Frequency (n,) = 7.0 Hz Damping ratio (R) = 0.02 /b = 0.45 /a = 0.25 Vz = 87.0 N, = 24.94 Rn = 0.018 Rh = 0.234 0 = 3.701 RB = 0.200 rl = 4.441 RL = 0.020 n = 49.562 9R = 4.630 R = 0.150 G = 0.906 Page 4 h = 10.0 ft city of Wheat Ridge Building Division TJF STRUCTURAL DESIGN, Inc. 4380 S Syracuse, Ste. 305 Denver, CO 80237 303-618-4555 JOB TITLE ZIGGI'S COFFEE - WHEAT RIDGE JOB NO. 18093 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Wind Loads - MWFRS h!M' (Low-rise Buildings) Enclosed/partially enclosed only Kz = Kh (case 1) = 0.70 Edge Strip (a) = 3.0 ft Base pressure (qh) = 23.7 psf End Zone (2a) = 6.0 ft GCpi = +/-0.18 Zone 2 length = 6.0 ft Wind Pressure Coefficients Ultimate Wind Surface Pressures (psf) 1 CASE A 16.4 psf -6.4 -15.0 2 CASE B 24.7 psf -12.1 -20.6 3 9 = 1.2 deg -4.5 -13.1 4 -2.6 -11.2 Surface GCpf w/-GCpi w/+GCpi 13.8 5.2 GCpf w/-GCpi w/+GCpi 1 0.40 0.58 0.22 -7.1 -15.7 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -8.3 -16.8 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 18.7 10.2 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 -0.29 -0.11 -0.47 1E 0.61 0.79 0.43 -0.48 -0.30 -0.66 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 13.8 5.2 16.4 psf -6.4 -15.0 2 -12.1 -20.6 24.7 psf -12.1 -20.6 3 -4.5 -13.1 -4.5 -13.1 4 -2.6 -11.2 -6.4 -15.0 5 13.8 5.2 6 -2.6 -11.2 1E 18.7 10.2 -7.1 -15.7 2E -21.1 -29.7 -21.1 -29.7 3E -8.3 -16.8 -8.3 -16.8 4E -5.9 -14.5 -7.1 -15.7 5E 18.7 10.2 6E 1 -5.9 -14.5 Parapet Windward parapet = 35.6 psf (GCpn = +1.5) Leeward parapet = -23.7 psf (GCpn = -1.0) Horizontal MWFRS Simple DiaDhraam Pressures (Ds Transverse direction (normal to L) Interior Zone: Wall 16.4 psf Roof -7.6 psf *' End Zone: Wall 24.7 psf Roof -12.8 psf " Longitudinal direction (parallel to L) Interior Zone: Wall 16.4 psf End Zone: Wall 24.7 psf ** NOTE: Total horiz force shall not be less than that determined by neglecting roof forces (except for MWFRS moment frames). The code requires the MWFRS be designed for a min ultimate force of 16 psf multiplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. Page 5 Windward roof overhangs = 16.6 psf (upward) add to windward roof pressure WINDWARD CaV ERHANtr W I-aD' yWARD RO ?F VERTICAL M� T�:�7;'it"1r.R.�•E Ei,EirA'TI�"�3ET VERT'IC'AL of LQN(3rrTT )MA.L ELEVATION Wheat Ridge Building Division 'A T.—AF STRUCTURAL design, Inc. Steel Beam Description : C4 Project Title: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: Fite = Printed: 11 SEP 2018, 2:22PM 18.8:25 . CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending C4x5.4 Span = 12.50 ft )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.040 ksf, Tributary Width = 2.50 It DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma: Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection ....... ... ............... 0.738: 1 C4x5.4 3.035 k -ft 4.114 k -ft +D+S+H 6.250 ft Span # 1 IVIdAIIIIUIII 011Cd1 OLIU65 RdLIU = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.493 in Ratio= 303 >=240 0.000 in Ratio= 0 <240 0.768 in Ratio= 195 >=180 0.000 in Ratio= 0 <180 0.102 : 1 C4x5.4 0.9713 k 9.520 k +D+S+H 0.000 ft Span # 1 City of Wheat Ridge Building d IViSIC" Page 6 J4 13F STRUCTURAL design, Inc. Steel Beam Description : C5 CODE REFERENCES Project Title: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: Software Printed. 11 SEP 2018, 2:24PM INC. 1983-2018. Build:10.18.8.25 . Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending C5x67 Span =12.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.050 ksf, Tributary Width = 2.50 It DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma: Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection City of Wheat Ridge Building Division Page 7 0.556. 1 Maximum Shear Stress Ratio = 0.092: 1 C5x6.7 Section used for this span C5x6.7 3.549 k -ft Va : Applied 1.136 k 6.377 k -ft Vn/Omega : Allowable 12.287 k +D+S+H Load Combination +D+S+H 6.250 ft Location of maximum on span 0.000 ft Span # 1 Span # where maximum occurs Span # 1 0.318 in Ratio= 471 >=360 0.000 in Ratio= 0 <360 0.462 in Ratio= 325 >=180 0.000 in Ratio = 0 <180 City of Wheat Ridge Building Division Page 7 rrr J4 STRUCTURAL. design, Inc. Steel Beam Description : C3 CODE REFERENCES Project Title: ZIGGI'S COFFEE Engineer: JH Project ID: Project Descr: Printed{: 11 SEP 2018. 2:26PM INC. 1983-2018, Build: 10.18.8.25 . Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.025) S(0.05) )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.040 ksf, Tributary Width = 1.250 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.464: 1 Maximum Shear Stress Ratio = 0.045 : 1 C3x5 Section used for this span C3x5 1.266 k -ft Va : Applied 0.450 k 2.731 k -ft Vn/Omega : Allowable 10.011 k +D+S+H Load Combination +D+S+H 5.625ft Location of maximum on span 0.000 ft Span # 1 Span # where maximum occurs Span # 1 0.337 in Ratio= 400 >=360 0.000 in Ratio = 0 <360 0.540 in Ratio = 250 >=180 0.000 in Ratio= 0 <180 City of Wheat Ridge Page 8 Building Division aFORTEUD , CALL PACKAGE REPORT Ziggis Wheatridge Lem Job Notes Member PI me Resuft Current Solution comments Wall: Header A Passed 3 piece(s) 2 x 8 Hem -Fir No. 2 Wall: Header B Passed 3 piece(s) 13/4" x 11 1/4" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes Jamie Ho TJF Structural Design, Inc. (303)625-3005 jarnie@ofstructural.com Pag City of Wheat Ridge Building Division 1/4/2019 7:48:50 PM UTC pano 1 / 1 01 -GENERAL REQUIREMENTS 1. GOVERNING DESIGN CODES: A. INTERNATIONAL BUILDING CODE (IBC -12) WITH CRY OF WHEAT RIDGE AMENDMENTS. B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). E BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11). D. RISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION). E. NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION (NDS -12). 2. DESIGN LOAD CRITERIA: A. OCCUPANCY CATEGORY: II B. DEAD LOAD: -ROOF =20 PSF - ROOF TRUSS BOTTOM CHORD = 10 PSF C. SNOW LOADS: - GROUND SNOW LOAD, P9=30 PSF - FLAT ROOF SNOW LOAD, Pf= 30 PSF -SNOW EXPOSURE FACTOR, Ce= 1.0 SNOW LOAD IMPORTANCE FACTOR, k =1.0 -THERMAL FACTOR, Ct= 1.0 - SNOW DRIFT LOADING= PER CODE D. WIND LOADS: - BASIC WIND SPEED (ULTIMATE)= 135 MPH - WIND IMPORTANCE FACTOR, Nr = 1.0 - WIND EXPOSURE CATEGORY = B - COMPONENTS d CLADDING, WALLS =•1.26.6 PSF • COMPONENTS 8 CLADDING, ROOF =-/- 42 PSF - COMPONENTS 8 CLADDING, PARAPET =" 58 PSF E. SEISMIC LOADS: -SEISMIC IMPORTANCE FACTOR, 1= 1.0 SITE CLASS = D - S8 = 0.194g - St = 0.060g -Sds=0.2Wg - Sd1 = 0.0978 - SEISMIC DESIGN CATEGORY B 3. SPECWL INSPECTIONS: A. SPECIAL INSPECTION IS REQUIRED BY AN INDEPENDENT TESTING AGENCY HIRED BY THE OWNER FOR THE FOLLOWING TYPES OF WORK. B. BUILDING FOUNDATION PREPARATION: 1. VERIFICATION OF OVEREXCAVATON TO PROPER DEPTH AND/OR PROPER SOIL MATERIAL 2. VERIFICATION SOIL MATERIALS BELOW FOOTINGS ARE ADEQUATE TO SUPPORT DESIGN BEARING PRESSURE. C. CAST -IN-PLACE CONCRETE: 1. INSPECTION OF FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF FORMED CONCRETE COMPONENTS. 2. INSPECTION OF REINFORCING STEEL AND PLACEMENT. 3. OBSERVATION OF CONCRETE PLACEMENT INCLUDING VERIFICATION OF PROPER MIX, SAMPLING OF FRESH CONCRETE, FIELD TESTING OF MIX PROPERTIES, AND MAINTENANCE OF CONCRETE SAMPLES DURING CURING PERIOD, 4. VERIFICATION OF PROPER CURING TEMPERATURE AND TECHNIQUES. 5. MATERIAL TESTING IS REQUIRED FOR CONCRETE. A MINIMUM OF FOUR CYLINDERS SHALL BE MADE PER POUR BYA TESTING COMPANY FOR TESTING OF CONCRETE COMPRESSIVE STRENGTH. ONE CYLINDER SHALL BE TESTED AT 7 DAYS, TWO CYLINDERS AT 28 DAYS, AND THE FOURTH CYLINDER SHALL BE KEPT FOR A LATER BREAK IF REQUIRED. D. WOOD CONSTRUCTION: 1. GRADE SIZE SPACING CONNECTIONSN AND BLOCKING OF PRE -FABRICATED AND SITE BUILT B iL WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES. 2. WOOD DIAPHRAGM CONSTRUCTION INCLUDING PANEL SIZE, THICKNESS AND GRADE; MEMBER SIZE AT PANEL EDGES; AND FASTENER DIAMETER, LENGTH AND SPACING. 3. INSTALLATION OF HOLDOWN HARDWARE AT SHEARWALLS INCLUDING TYPE, LOCATION, CONNECTIONS, AND POST SIZE AND TYPE. 4. INSTALLATION OF STEEL STRAPS AT DIAPHRAGMS INCLUDING TYPE, LENGTH, LOCATION, CONNECTIONS AND BLOCKING, E. COMPLIANCE WITH INSPECTION PROVISIONS GIVEN IN APPROVED SUBMITTALS. 4. STRUCTURAL OBSERVATION: A. STRUCTURAL OBSERVATIONS OF FOUNDATION REINFORCING OR FRAMING REQUIRED BY THE BUILDING DEPARTMENT, OWNER OR ANY OTHER PARTY WILL BE PROVIDED BY THE ENGINEER. CONTRACTOR TO PROVIDE AT LEAST 24 HOURS ADVANCE NOTICE FOR OBSERVATIONS. 02 -FOUNDATION CONSTRUCTION 1. FOUNDATION DESIGN CRITERIA, A FOUNDATION DESIGN CRITERIA WAS TAKEN FROM RECOMMENDATIONS SET FORTH IN GEOTECHNICAL REPORT NO. 15-203 BY COLORADO GEOSCIENCE S DESIGN, DATED APRIL 30, 2015. B. ALLOWABLE BEARING PRESSURE = 2,000 PSF C. MINIMUM FROST DEPTH = 36 INCHES 2. BUILDING PAD PREPARATION: A ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. ALL EXCAVATION AND BACKFILL OPERATIONS SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER. B. BEARING MATERIAL MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION PLACEMENT. 3. SLAB-0N.GRADE CONSTRUCTION: A. PROVIDE A VAPOR BARRIER ON TOP OF THE SUBGRADE AND DIRECTLY BELOW THE SLAB -ON -GRADE AT FLOORS SCHEDULED TO BE FINISHED WITH WATER -SENSITIVE MATERIALS. VAPOR BARRIER TO BE A MINIMUM OF 10 MILS AND SHALL MEET OR EXCEED ASTM E-1745, CLASS A B. PROVIDE A 1? WIDE ISOLATION JOINT AT THE EDGES OF ALL SLABS -ON -GRADE ABUTTING VERTICAL CONSTRUCTION (COLUMNS, WALLS, GRADE BEAMS, ETC.) C. PROVIDE TOOLED OR SAWCUT CONTROL JOINTS AT A MAXIMUM SPACING OF 12'4' IN EACH DIRECTION. CONTROL JOINTS SHALL BE 1" DEEP. SAWCUT JOINTS TO BE CUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPAWNG, OR TEARING, BUT NOT MORE THAN 12 HOURS AFTER CASTING. D. LOCATE CONTROL JOINTS AT COLUMN CENTERLINES, AT ENDS AND CORNERS OF WALLS, RE-ENTRANT CORNERSAND LOCATIONS PRONE TO CRACKING WHERE POSSIBLE. E. PROVIDE VERTICAL SLIP JOINTS AT THE BASE OF ALL PARTITION WALLS AT THE SLAB -0O GRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 4. SPREAD FOOTING CONSTRUCTION: A. SPREAD FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PREPARED AND PLACED PER THE GEOTECHNICAL REPORT. S. AREAS OF LOOSE OR SOFT SOIL MATERIAL ENCOUNTERED AT THE BOTTOM OF THE SLAB EXCAVATION SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL PREPARED AND PLACED PER THE GEOTECHNICAL REPORT. 03 -CONCRETE 1. CAST -IN-PLACE CONCRETE: A ALL CONCRETE WORK INCLUDING FABRICATION AND PLACEMENT OF REINFORCING SHALL BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS GIVEN IN ACI 316 AND ACI 301. B. CONCRETE MIXES SHALL BE MADE WITH STONE AGGREGATE AND ATTAIN 28 -DAY COMPRESSIVE STRENGTH (h) OF 3,500 PSI. C. CONCRETE MIXES SHALL HAVE A SLUMP RANGE OF 3' TO SAND AN AIR CONTENT OF 3% TO 6%. D. ALL CONCRETE SHALL BE TYPE MI CEMENT. E. ALL REINFORCING STEEL IN CONCRETE SHALL HAVE MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL MEET THE REQUIREMENTS OF ASTM A615 OR ASTM A706. F. UNLESS OTHERWISE SHOWN ON PLANS OR IN DETAILS, PROVIDE CONCRETE COVER TO REINFORCING PER THE CONCRETE COVER TABLE G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS AND TO MAINTAIN REQUIRED CONCRETE COVER. H. REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS MINIMUM. I. SPLICE WARE FABRIC REINFORCING BY LAP SPUCING ONE FULL MESH PLUS TAT SIDE AND END LAPS, BUT NOT LESS THAN 6. LAP SPLICES SHALL BE WIRE TED. J. ALL REINFORCING BARS SHILL BE CONTINUOUS AROUND CORNERS, OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING EXTENDING A MINIMUM OF 48 BAR DIAMETERS INTO EACH WALL K REINFORCEMENT SHALL BE CLEAN AND FREE OF DIRT, OIL, OR SCALE. OIL FORMS PRIOR TO PLACING REINFORCEMENT. L WELDING OF REINFORCING IS NOT ALLOWED UNLESS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. M. CONSOLIDATE ALL CONCRETE DURING PLACEMENT AND THOROUGHLY WORK AROUND REINFORCING AND EMBEDDED ITEMS AND INTO CORNERS OF FORMS FOLLOWING ACI RECOMMENDATIONS. N. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS WHERE POSSIBLE SLABS SHALL NOT HAVE CONSTRUCTION JOINTS IN A HORIZONTAL PLANE. STRUCTURAL GENERAL NOTES 04 -WOOD 1.GENERAL A FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 12" DIAMETER "L" BOLTS EMBEDDED AT LEAST T INTO THE CONCRETE AND SPACED NOT MORE THAN 48" O.C. UNLESS NOTED OTHERWISE PROVIDE A MINIMUM OF TWO BOLTS PER WALL SEGMENT LOCATED WITHIN 17' OF EACH END OF THE WALL BOLTS SHALL BE ASTM F1554 GRADE 36. B. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN T OF SOIL SHALL BE PRESSURE TREATED. C. PROVIDE 1x4 OR METAL CROSS BRIDGING NOT OVER 8'-0 O.C. FOR ALL WOOD JOISTS AND SOLID 2i BLOCKING BETWEEN JOISTS AT SUPPORTS. Q FRAMING SHALL NOT BE NOTCHED, CORED, OR OTHERWISE CUT OR REDUCED IN SDE UNLESS SPECIFICALLY DETAILED OR APPROVED. E ATTACH WOOD NAILER PLATES TO STEEL BEAMS WITH (2)-72 DIAMETER MACHINE OR CARRIAGE BOLTS AT MAXIMUM 37 O.C. OR (2)-3/8" DIAMETER BOLTS AT 37 O.C. WITH GLUED CONTACT FACE. 2. DIMENSIONAL LUMBER A ALL STRUCTURAL FRAMING LUMBER SHALL BE VISUAL -GRADED, KILN DRIED, HEM FIR, GRADE MARKED BY A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. GRADES SHALL BE AS SPECIFIED BELOW. - ALL JOISTS, BEAMS, COLUMNS AND HEADERS SHALL BE VISUAL -GRADED NO. 2, U.N.O. - ALL WALL STUDS SHALL BE VISUAL-GRADED'STUDS', U.N.O. ALL PLATES SHALL BE VISUAL-GRPDED'NO. Z. U.N.O. - ALL BLOCKING AND BRIDGING MAY BE VISUAL -GRADED NO. 7 OR WO 3, U.N.O. 3. STRUCTURAL COMPOSITE LUMBER A STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED STRUCTURAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5656. B. STRUCTURAL COMPOSITE LUMBER INCLUDES LVL, PSL, LSL, AND OSL PRODUCTS. C. STRUCTURAL COMPOSITE LUMBER SHALL BE SUPPLIED BY TRUS JOIST BY WEYERHAEUSER AND ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL COMPOSITE LUMBER FROM OTHER MANUFACTURERS MAY BE SUBMITTED FOR APPROVAL APPROVAL WILL ONLY BE GIVEN IF IT CAN BE DEMONSTRATED THAT THE STRENGTH AND STIFFNESS OF THE MEMBER IS EQUAL TO OR GREATER THAN THE SPECIFIED TRUS JOIST PRODUCT, OR MEETS THE PERFORMANCE CRITERIA NOTED IN THE DRAWINGS. 4. WOOD TRUSSES A METAL PLATE CONNECTED TRUSSES SHALL BE MANUFACTURED AS REQUIRED BY TPI 1. B. EACH MANUFACTURER OF TRUSSES USING METAL PLATE CONNECTORS SHALL RETAIN AN APPROVED AGENCY TO MAKE UNSCHEDULED INSPECTIONS OF TRUSS MANUFACTURING AND DELIVERY OPERATIONS. THE INSPECTION SHALL COVER ALL PHASES OF TRUSS OPERATIONS, INCLUDING LUMBER STORAGE, HANDLING, CUTTING FIXTURES, PRESSES OR ROLLERS, MANUFACTURING, BUNDLING AND BANDING. C. TRUSS SHOP DRAWINGS SUBMITTED FOR APPROVAL SWILL INCLUDE, AT A MINIMUM, THE INFORMATION SPECIFIED IN IBC SECTION 2303.4.1. D. SUBMIT CALCULATIONS WITH SHOP DRAWINGS, STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT JURISDICION. E. NO FIELD MODIFICATIONS OF TRUSSES ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE TRUSS MANUFACTURER. F. DESIGN TRUSSES FOR TOP CHORD OR BOTTOM CHORD BEARING AS SHOWN ON THE DRAWINGS. G. ROOF TRUSSES SHALL BE DESIGNED FOR LOADS INDICATED ON THE DRAWINGS. H. SPACING OF ROOF TRUSSES SHALL NOT EXCEED 24'0.0 * 4'O.C. I. PROVIDE GIRDER TRUSSES, HIP JACKS AND STEP-DOWN TRUSSES AS REQUIRED AND DESIGN TO SUPPORT ALL SUPERIMPOSED LOADS. J. PROVIDE METAL R ANC FRAMING I S AT TRUSS BEARING G T O MECFAVICALLY FASTEN TO BEARING WALL OR SUPPORTING MEMBER. DESIGN ANCHORS FOR A MINIMUM UPLIFT WIND PRESSURE OF 15 PSF. K PROVIDE GIRDER TRUSSES, HEADER BEAMS, ETC. AS REQUIRED TO FRAME OPENINGS. L BRIDGING AND BRACING OF TRUSS COMPRESSION MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S DESIGN AND DIRECTION. M. TRUSS MANUFACTURER SHALL PROVIDE METAL HANGERS WHERE REQUIRED. N. ROOF TRUSSES SHALL BE DESIGNED FOR THE APPLICABLE UNBALANCED SNOW LOAD CASES DEFINED IN ASCE 7-05 SECTION 7.6. THIS INCLUDES MONO TRUSSES THAT FORM ONE-HALF OF A GABLED ROOF. 0. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING. G WOOD STRUCTURAL PANELS A ALL PLYWOOD AND ORIENTED STRAND BOARD (OSB) SHEATHING SHALL BE ENGINEERED GRADES WITH APA GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING OF SUPPORTS. GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. B. SHEATHING FOR ROOFS AND WALLS SHALL BE SPAN -RATED EXPOSURE 1 PANELS UNLESS EXTERIOR PANELS ARE REQUIRED FOR LONGTERM EXPOSURE TO WEATHER OR MOISTURE. C. STAGGER ALL WOOD PANEL JOINTS. APPLY SHEETS WITH FACE GRAIN PERPENDICULAR TO JOISTS AND RAFTERS. D. ROOF SHEATHING TO BE 1!l COX PLYWOOD OR 15nT OSB, APA RATED 32/16, NAILED TO SUPPORTS. E. WALL SHEATHING TO BE 10 COX PLYWOOD OR 15W OSB, APA RATED 24/16, BLOCKED AND NAILED. F. REFER TO SHEAR WALL SCHEDULE AND PLAN NOTES FOR THICKNESS AND NAIUNG OF SHEATHING AT SHEAR WALLS, FLOORS, AND ROOFS. G. USE RING SHANK NAILS FOR ATTACHMENT OF FLOOR AND ROOF SHEATHING. 6. WALL FRAMING: A ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO ROOF. B. PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF WALL OPENINGS EQUAL TO ONE HALF OR GREATER OF NUMBER OF STUDS INTERRUPTED BY OPENINGS UNLESS NOTED OTHERWISE. C. SHEATH ALL EXTERIOR WALLS. SHEATH INTERIOR WALLS AS SHOWN ON THE DRAWINGS. D. BOTTOM PLATE AT ALL PERIMETER WALLS AND AT DESIGNATED SHEAR WALLS SHALL BE NAILED AS FOR BRACED PANELS WITH 3-16d x 31? LONG BOX NAILS (COATED OR DEFORMED SHANK) PER 16". E NAIL WALL SHEATHING WITH 8d COMMON NAILS AT 6' O.C. AT PANEL EDGES, AND 17 O.C. AT INTERMEDIATE FRAMING U.N.O. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT INV AND T SHAPES AROUND OPENINGS. 7. JOIST HANGERS AND CONNECTORS A JOIST HANGER CAPACITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D 1761. B. HANGERS AND CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS, SCREWS, AND BOLTS. C. JOIST HANGERS AND CONNECTORS SHALL BE FURNISHED WITH A COATING OR MATERIAL AS RECOMMENDED BY SIMPSON STRONG -TIE FOR THE SPECIFIC APPLICATION AND ENVIRONMENT IN WHICH THE HANGER OR CONNECTOR WILL BE USED. THIS INFORMATION IS AVAILABLE IN THE CURRENT SIMPSON CATALOG. D. ALL'GENERAL INSTRUCTIONS FOR THE INSTALLER' AS FOUND IN THE CURRENT SIMPSON CATALOG MUST BE FOLLOWED. 8. FASTENINGS A MINIMUM NAILING OF ALL FRAMING AND SHEATHING SHALL BE PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE ON THE DRAWINGS, B. NAILS AND __SHALL CONFORM TO REQUIREMENTS OF ASTM F 1667. C. BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL CONFORM TO THE REQUIREMENTS OF ANSUASME STANDARD B18.6.1. D. BOLTS SHALL BE ASTM 36 STEEL AND HAVE A MINIMUM BENDING YIELD STRENGTH OF 45 KSI. E. LAG SCREWS AND BOLTS SHALL BE FULL BODY DIAMETER. REDUCED BODY DIAMETER LAG SCREWS AND BOLTS ARE NOT ALLOWED. F. WOOD SCREWS SHAT HAVE AN UNTHREADED SHANK TAPPING SCREWS WITH THREADS THE FULL LENGTH OF THE SHANK ARE NOT ALLOWED. G. PROVIDE LEAD HOLES FOR LAG SCREWS, WOOD SCREWS, AND DRIFT PINS PER SECTION 11 OF THE CURRENT EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). H. BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1 M TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. 1. A METAL PLATE, METAL STRAP, OR WASHER SHALL BE PLACED BETWEEN ALL NUTS AND HEADS OF ALL BOLTS AND LAG SCREWS. MINIMUM CONCRETE COVER FOR REINFORCEMENT (IN.) CONCRETE CAST CONCRETE CONCRETE NOT EXPOSED TO WEATHER OR IN SLOPE GRADE AWAY FROM AGAINST AND EXPOSED TO CONTACT WITH GROUND BAR PERMANENTLY EARTH OR SLABS BEAMS SIZE EXPOSED TO EARTH WEATHER #4 3 1 12 3/4 1112 95 3 112 314 112 1 06 3 2 3/4 112 #7 3 2 3M 112 OS -STEEL 1. STRUCTURAL STEEL: A REFERENCE STANDARDS: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (REFERENCED EDITIONS). B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 1. ANGLES, CHANNELS AND PLATES: ASTM A36 OR ASTM A572, GRADE 50 2. ANCHOR BOLTS: ASTM F1554, GRADE 36 (WELDABLE) 3. WELDING ELECTRODES: AWS D1.1 E70 SERIES C. BOLTED CONNECTIONS: 1. PROVIDE BOLTED CONNECTIONS PER DETAILS WITH 314' DIAMETER, ASTM A325 HIGH-STRENGTH BOLTS UNLESS NOTED OTHERWISE ON PLANS, 2. FOR ALL HIGH-STRENGTH BOLTED CONNECTIONS, APPROPRIATE NUTS AND HARDENED WASHERS SHALL BE PROVIDED. 3. ALL CONNECTIONS SHALL BE TYPE N (BEARING OR SNUG TIGHTENED) CONNECTIONS UNLESS NOTED ON THE DRAWINGS. D. WELDED CONNECTIONS: 1. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TEST. 2. WELD SIZES AND LENGTHS ARE SHOWN ON THE DRAWINGS. WELD SIZES ARE THE NET EFFECTIVE SIZE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT FAYING SURFACE. 3. WELDS SHALL BE CONTINUOUS UNLESS SHOWN OTHERWISE E. PROVIDE ANCHOR RODS WITH HEX NUT TACK WELDED TO EMBEDDED END OF BOLT. F. PROVIDE CAP AND BASE PLATES ON THE TOP AND BOTTOM OF ALL STEEL COLUMNS. WELD COLUMN TO PLATES WITH 5/16" FILLEt WELD ALL AROUND UNLESS NOTED OTHERWISE. G. ALL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE GALVANIZED OR PAINTED WITH A HIGH PERFORMANCE PAINT SYSTEM, H. FIELD MODIFICATION OF STEEL STRUCTURAL STEEL SHALL NOT BE CUT IN FIELD OR MODIFIED VWTHOUT PRIOR APPROVAL OF THE ENGINEER. SPLICING STEEL MEMBERS IS NOT PERMITTED EXCEPT WHERE SHOWN ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. OWNSTRUCTIONS AND COORDINATION 1. COORDINATION: A. ANY DIFFERENCES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK B. CONFLICTS WITHIN THE STRUCTURAL DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS AND GENERAL NOTES SHALL BE REPORTED TO THE STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH MODIFICATIONS OR ADJUSTMENT. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE MECHANICAL AND ELECTRICAL EQUIPMENT PURCHASED WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING, BUT NOT LIMITED TO EQUIPMENT LOCATION, SIZE, WEIGHT, OPENINGS AND SUPPORT REQUIREMENTS. REPORT DIFFERENCES TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK, 2. SUBMITTALS 8 SHOP DRAWINGS: A. THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER, IN AN INDUSTRY STANDARD SUBMITTAL FORMAT, FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION/CONSTRUCTION OF RESPECTIVE ITEMSIMATERIALS. SUBMITTALS SHALL BE PROVIDED A MINIMUM OF (5) DAYS PRIOR TO FABRICATION AND/OR INSTALLATION TO ALLOW ADEQUATE TIME FOR REVIEW AND REVISIONS: 1. CONCRETE MIX DESIGNS FOR EACH CLASS AND TYPE OF CONCRETE 2. WOOD TRUSS DRAWINGS SHOWING ALL DIMENSIONS, MEMBER LAYOUT AND CONNECTIONS BETWEEN MEMBERS. 3. STRUCTURAL STEEL SHOP DRAWINGS SHOWING ALL DIMENSIONS, MEMBER LAYOUT AND CONNECTIONS BETWEEN MEMBERS. 3. INSTRUCTIONS TO CONTRACTOR: A. TEMPORARY BRACING: DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND PLACEMENT OF TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS AND STOCKPILES OF MATERIAL AND EQUIPMENT. BRACING SHALL BE LEFT IN PLACE AS LONG AS NECESSARY FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND FLOOR AND ROOF DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETE. B. STORAGE: THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL OR EQUIPMENT IN A MANNER THAT EXCEEDS THE LOAD CAPACITY OF THE STRUCTURE OR CAUSES DAMAGE OR EXCESSIVE DEFLECTION OF STRUCTURAL ELEMENTS. STUD WALL PER PLAN NOTES bc&CONT. PRESSURE - TREATED SILL PLATE WITH EMBED ANCHOR BOLTS PER GENERAL NOTES 12" EXPANSION JOINT MATERIAL -� CONCRETE SLAB ON GRADE n T.O. SLAB AN CONCRETE FOUNDATION WAIL WITH (2) #4xCONT. TOP AND BOTTOM AND #4xCONT. AT 17 O.C. b B.O. FOOTING IS RE: PLAN SEE GENERAL NOTES FOR SUBGRADE PREPARATION �1 FOOTING AT WALL 51.0 SCALE: 3X'= 1'-0" n T.O. PARAPET V VARIES UP TX 2X6 TOP PLATE ROOF SHEATHI z PLAN NOTES a c T.O. PLATE RE: PLAN ROOFTRUSS PER PLAN SIMPSON 2.SA' EVERY OTHER TRUSS PERIMETER DRAJN PER GEOTECH CONT. CONCRETE FOOTING WITH(3)#4xCONT. s ROOF TRUSS AT WALL 51.0 SCALE: 3/4" = 1'-0" MAH Architectural Gro%n.I.-III,,.;L, 1385 S. Colorado Blvd. Penthouse Denver, Colorado 80222 (0) 303.77&0608 (F) 303.778 ' 0609 (W) www.maharch.com Stamp I ADHERED STONE FINISH, RE: ARCH. I SLOPE GRADE AWAY FROM 16 FOUNDATION 6"MIN. IN I FEET PERIMETER DRAJN PER GEOTECH CONT. CONCRETE FOOTING WITH(3)#4xCONT. s ROOF TRUSS AT WALL 51.0 SCALE: 3/4" = 1'-0" MAH Architectural Gro%n.I.-III,,.;L, 1385 S. Colorado Blvd. Penthouse Denver, Colorado 80222 (0) 303.77&0608 (F) 303.778 ' 0609 (W) www.maharch.com Stamp LI ��0 va0�0 Inc. � 16 ENS GREENWOOD PLAZA BLVD, SUITE 12ON GREENWOOD VILLAGE, C080111 ` •1! lr� ��SSIDhF�E�� CONSTRUCTION 1/4/2019 Scale ASSHOWN Date Drawn 1/4/2019 Drawn By cwtf Description STAkMAMidgMERAL NOTES & DETAILS Buileau S1.0 STRUCTURAL daslgn, Inc. � TRUSS PARAPET EXTENSION ENS GREENWOOD PLAZA BLVD, SUITE 12ON GREENWOOD VILLAGE, C080111 ` 1303) 618-4555 2X4 FRAMING AT PARAPET TOWER (BEYOND) W BLOCKING PER TRUSS MANUFACTURER v Q �- W 0 w/ w Ce O WALL SHEATHING PER PLAN Q V) 0 DOUBLE TOP PLATE _j O STUD WALL TO TOP PLATE, PER PLAN IDOUBLE W I V w V V Q Z O O U �' Q ` V) O L C V N _U N CONSTRUCTION 1/4/2019 Scale ASSHOWN Date Drawn 1/4/2019 Drawn By cwtf Description STAkMAMidgMERAL NOTES & DETAILS Buileau S1.0 n T.O. PARAPET PL 1fZ-xtr-8"WITH (4)1/7' 0X3" LAG SCREWSATS"O.C. VARIES UP T018'-0" PLAN. MITER TER C AND INTO STUDS 2X6 TOP PLATE PL 12' WITH 111T w RADIUS AND 13116" 0 HOLE, TYP. TRUSS PARAPET �� RE: ARCR EXTENSION BLOCKING PER TRUSS MFR Z X6 P (3) 2X6 PARAPET STUD PL 12-x 1r7k1'-0" W/ P) CANOPY (2) 3180 LAG SCREWS SUPPORT INTO STUDS PER PLAN 5/8" 0 STEEL ROD WITH 518"0 X 6" TYPE JE TURNBUCKLE. ROOF SHEATHING PER 1 1/2" STEEL ROOF DECK, 20 GA PLAN NOTES TYPE 1.58, FASTEN TO SUPPORTS WITH 518" PUDDLE PLATE, BEYOND WELDS AT 17 O,C, PER PLAN Irl CLEVIS WITH S/8"0 PIN. � � L2X2X1/4XC0NT. LLT.O. PLATE _______ _ B.O. STEEL n RE: PLAN RE: ARCH. (a1 ROOF TRUSS AT WALL WITH CANOPY 51.1 SCALE: 3/4" = 1'-0" n T.O. PARAPET VARIEv SUP 70 18'A 2X6 TOP PLATE TRUSS PARAPET EXTENSION (3) 2X6 PARAPET STUD PACK AT CANOPY SUPPORT ROOF SHEATHING PER cz PLAN NOTES n TO. PLATE ZNn � RE: PLAN ROOF TRUSS PER PLAN T.O. WINDOW RE ARCH. SIMPSON 2.5A TIE AT EVERY OTHER TRUSS (3) 2X6 STUD PACK AT CANOPY SUPPORT HEADER PER PLAN (2) ROOF TRUSS AT END WALL WITH CANOPY SIA SCALE: 3/4"= 1'-0" RE: 1 / SIA FOR CANOPY INFORMATION BLOCKING PER TRUSS MFR STEEL CHANNELS PER PLAN, MITER CORNERS AND WELD ALL-AROUND WALL SHEATHING PER PLAN STUD WALL TO DOUBLETOP PLATE, BEYOND PER PLAN FOUNDATION PLAN SCALE: 11,W'= 1'47' NOTES: 1. TOP OF CONCRETE SLAB ELEVATION = 0-4r UNLESS NOTED OTHERWISE ON PLAN. 2, REFER TO STRUCTURAL GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION. 3.SLAB ON GRADE TO BE 4" THICK NORMAL WEIGHT CONCRETE REINFORCED WITH &6-W2.9xWL9 W.W.F. AT MID DEPTH OF SLAB. 4. BOTTOM OF FOOTING ELEVATION =-3'-0 UNLESS NOTED THUS: (XX' -X) ON PLAN. S. ® ON PLAN INDICATES WOOD BEARING WALLS WITH 2x6 STUDS AT 16" O.C. MAX PER DETAILS. WALL STUDS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE. 6. WALL SHEATHING SHALL BE 1rT THICK CDXAPA RATED PLYWOOD SHEATHING, BLOCKED AND ATTACHED WITH 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 17 O.C. IN THE FIELD. 7. {. ON PLAN INDICATES SIMPSON STHD14 HOLDOWN END OF WALL m ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: 1. TOP OF TOP PLATE ELEVATION IS 10'-3" ABOVE FIRST FLOOR SLAB. (FIRST FLOOR ELEVATION= 0'-0). 2. SEE THE STRUCTURAL GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION. 3. ROOF SHEATHING TO BE 12" COX APA RATED PLYWOOD SHEATHING. ATTACH SHEATHING TO FRAMING WITH 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 1T O.C. AT INTERMEDIATE SUPPORTS. 4. ®ON PLAN INDICATES WOOD BEARING WALLS WITH 2X6 STUDS AT 16" O.C. MAX. PER DETAILS. WALL STUDS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE. 5. WALL SHEATHING SHALL BE VZ' THICK COX APA RATED PLYWOOD SHEATHING, BLOCKED AND ATTACHED WITH ad RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 17 O.C, IN THE FIELD. 6. AOON PLAN INDICATES (3) 2X8 HEADER WITH 2X6 TRIMMER AND 2X6 KING AT EACH END OF HEADER. 7. &N PLAN INDICATES (3) 1 314'x 11 1/4" 2.0E MICROLLAM LVL HEADER WITH (2) 2X6 TRIMMER AT EACH END OF HEADER. TACE HEADER FLUSH ABOVE TOP PLATE. 5" O.C. _T MAH Architectural Ciro -un. --o" 1385 S. Colorado Blvd Penthouse Denver, Colorado 80222 10)303 ' 778.0608 (F) 303.778 ' 0609 (M) www.maharch.com Stamp o urea VO;�N�4yt. i4 •1/4/2 1 � �St§IOHA�S� .AT�:]F STRUCIURAL design, Inc. 5995 GREENWOOD PLAZA BLVD, SUITE 120 GREENWOOD VILLAGE, CO 80111 (303)618.4555 W �— STEEL CHANNELS PER V PLAN. MITER TER C AND ROOF TRUSS WELD ALL-AROUNDERS PER PLAN w T.O. WINDOW TYP. �114 RE: ARCR SIMPSON 2.SA TIE AT EVERY OTHER 114 TRUSS vd (3) 2X3 STUD PACK AT WALL SHEATHING CANOPYSUPPORT RE: PLAN PER PLAN 2.12 HEADER PER PLAN1/4 TYP, STUD WALL 70 1/4 2.12 DOUBLE TOP PLATE, BEYOND PER PLAN (a1 ROOF TRUSS AT WALL WITH CANOPY 51.1 SCALE: 3/4" = 1'-0" n T.O. PARAPET VARIEv SUP 70 18'A 2X6 TOP PLATE TRUSS PARAPET EXTENSION (3) 2X6 PARAPET STUD PACK AT CANOPY SUPPORT ROOF SHEATHING PER cz PLAN NOTES n TO. PLATE ZNn � RE: PLAN ROOF TRUSS PER PLAN T.O. WINDOW RE ARCH. SIMPSON 2.5A TIE AT EVERY OTHER TRUSS (3) 2X6 STUD PACK AT CANOPY SUPPORT HEADER PER PLAN (2) ROOF TRUSS AT END WALL WITH CANOPY SIA SCALE: 3/4"= 1'-0" RE: 1 / SIA FOR CANOPY INFORMATION BLOCKING PER TRUSS MFR STEEL CHANNELS PER PLAN, MITER CORNERS AND WELD ALL-AROUND WALL SHEATHING PER PLAN STUD WALL TO DOUBLETOP PLATE, BEYOND PER PLAN FOUNDATION PLAN SCALE: 11,W'= 1'47' NOTES: 1. TOP OF CONCRETE SLAB ELEVATION = 0-4r UNLESS NOTED OTHERWISE ON PLAN. 2, REFER TO STRUCTURAL GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION. 3.SLAB ON GRADE TO BE 4" THICK NORMAL WEIGHT CONCRETE REINFORCED WITH &6-W2.9xWL9 W.W.F. AT MID DEPTH OF SLAB. 4. BOTTOM OF FOOTING ELEVATION =-3'-0 UNLESS NOTED THUS: (XX' -X) ON PLAN. S. ® ON PLAN INDICATES WOOD BEARING WALLS WITH 2x6 STUDS AT 16" O.C. MAX PER DETAILS. WALL STUDS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE. 6. WALL SHEATHING SHALL BE 1rT THICK CDXAPA RATED PLYWOOD SHEATHING, BLOCKED AND ATTACHED WITH 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 17 O.C. IN THE FIELD. 7. {. ON PLAN INDICATES SIMPSON STHD14 HOLDOWN END OF WALL m ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: 1. TOP OF TOP PLATE ELEVATION IS 10'-3" ABOVE FIRST FLOOR SLAB. (FIRST FLOOR ELEVATION= 0'-0). 2. SEE THE STRUCTURAL GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION. 3. ROOF SHEATHING TO BE 12" COX APA RATED PLYWOOD SHEATHING. ATTACH SHEATHING TO FRAMING WITH 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 1T O.C. AT INTERMEDIATE SUPPORTS. 4. ®ON PLAN INDICATES WOOD BEARING WALLS WITH 2X6 STUDS AT 16" O.C. MAX. PER DETAILS. WALL STUDS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE. 5. WALL SHEATHING SHALL BE VZ' THICK COX APA RATED PLYWOOD SHEATHING, BLOCKED AND ATTACHED WITH ad RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 17 O.C, IN THE FIELD. 6. AOON PLAN INDICATES (3) 2X8 HEADER WITH 2X6 TRIMMER AND 2X6 KING AT EACH END OF HEADER. 7. &N PLAN INDICATES (3) 1 314'x 11 1/4" 2.0E MICROLLAM LVL HEADER WITH (2) 2X6 TRIMMER AT EACH END OF HEADER. TACE HEADER FLUSH ABOVE TOP PLATE. 5" O.C. _T MAH Architectural Ciro -un. --o" 1385 S. Colorado Blvd Penthouse Denver, Colorado 80222 10)303 ' 778.0608 (F) 303.778 ' 0609 (M) www.maharch.com Stamp o urea VO;�N�4yt. i4 •1/4/2 1 � �St§IOHA�S� .AT�:]F STRUCIURAL design, Inc. 5995 GREENWOOD PLAZA BLVD, SUITE 120 GREENWOOD VILLAGE, CO 80111 (303)618.4555 W V o � w Q (n 00 III 2 00 W L LL W V V Iw Z OO= ~ U^ >' Q W o = V � � V N N Issues CONSTRUCTION 1/4/2019 Scale ASSHOWN Date Drawn 1/4/2019 Drawn By )AH esc iption VO4WTjqWLANS BUlldin4wumber 151on S1.1 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: � � ! P�� IW or Job Address: 01,10vn C&_ j Permit Number: Q a - .e ❑ No one available for inspection: Time, '.%9 AM/PM Re -Inspection required: Yes iNo When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: 1 1161 Inspector: MT /l DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201900027 PERMIT NO: 201900027 ISSUED: 01/07/2019 JOB ADDRESS: 2900 Youngfield St EXPIRES: 01/07/2020 JOB DESCRIPTION: Temporary electric - 100 amps *** CONTACTS *** OWNER (303)233-4000 YOUNGFIELD PARK HOLDING INC SUB (303)288-0041 John Brug 018541 Brug Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 3 / PW Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,750.00 FEES Total Valuation 0.00 Use Tax 36.75 Permit Fee 70.70 ** TOTAL ** 107.45 *** 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pffformed is disclosed in this document and/or its' accompanying approved plans and specifications. 6 r Z O Sig re of OWNER or CONTRA OR (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 an 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 ordinanc17 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 Teat ,,d e MtiNtTY UEVELC?i'NtENT 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(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 0 Plan/Permit # � / qmojq 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: Owner Property Owner 1 S a Phone: Tenant Name (Commercial Projects Only) 5 AQ4ee fio_'& Property Owner Mailing Address:; (if different than property address) Address: ` 3 ip0 �G S(/Vl) �l ar City, State, Zip: ke-oe--� , Architect/Engineer: Architect/Engineer E-mail4, Phone: Contractor Name: nrU-(J Y7 �1C--W(" C i _ V1 C - S-6 tCss- City of Wheat Ridge License #:.M �? �- t I Phon. -;W-3 -Q R !K - 0 40 Contractor E-mail Address: bc'i-G . e c ®r(1c(-,;) M 0-"0 X© 22:z) For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ' �6kr) Hb��[45-Scfu CONTACT EMAIL(p/ease print): r -",LC, a e ( e c4, )c- . UVtc-e � (a rn Lr, Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License #✓ g I W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed rases, 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 q 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) &06 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) Signature (first and last name): DATE: (M C.) Printed Name: JCA -v ti �"k. TL�GQ ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer, PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11809 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/22/2001 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 2900 YOUNFIELD ST Phone : Contractor License No. : 20568 Company : Colorado Excavating & Demolition Phone : 456-6056 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby ceRify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibiiity for compliance wRh th~ Wheat Ridge Building Code (U.B.C.) and all other appliwble VV~t Ridge ordinances, for u/ork under this permit. ..s h" n ~ I ~ '7 1 . (OWNER)(CONTRACTOR) Description : DEMO OF HOUSE Permit Fee : Plan Review Fee : Use Tax : Use: Total $50.00 $0.00 $0.00 $50.00 BUILDING DEPARTMENT USE ONLY Occupancy : Walls SIC : Sq. Ft. : 2121101 ALL UTILITIES MUST BE PROPERLY TERMINATED Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanicai ucense rvo : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval : (1) This permit was issuetl in accordance with Ne provisions set forth In yoPUr applicaUOn antl is sub1ect to the laws of the State of Coloretlo and to the Zoning RegulaUOns anO Builtling Code of Wheal Ridge, ColoreOO or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixry (BO) days from issue date or (B) the builtling authorized is suspen0ed or abandoned for a period of 120 days. If this pertnit ezpires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in t e (3) original plans antl speciFlCatlons antl any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No vrork of any manner shall be done lhat will change the natu2i tlow of waler causing a d2inage problem. (5) Cont2ctor shall no0ry the BuilOing Inspeclor twenty-four (24) hours in advance for all inspections and shall recei ve written approval on inspection cartl before proceediing with successWe phhases of the job. (6) o ihe buieldg o FOdes or i any t otliePortlnalnc(etl aw~nule otl re8~ll~~ontions shall not be consWed M be a pertnit for, nor an approval of, any violation of Ne provisions Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : pA- Properry Address : / Contractor License No. :s 0 16 p Company : L~UIO j'G~G1Q EX~'GI I/Gl v`7 Gr Building Permit Number : Date: 02-22-200 H vVL/4o'4 P Phone : 9 Phone:A3)~f6-6a16 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certi(y 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 ail conditions printed on this application, and that I assume full responsibiNty tor compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordina~ces, !Qr work under this permit. (OWNER)(CONTRACTOR) SIGNEDDATE 2 ZZ ,/B ~ Description : ~~(~o''`~' Q~!~ (S~IJ~ V Construction Value Permit Fee Use Tax : Total : Use: Ao-"-~~ Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This petmit was issued in accordance with the provisions set forth in yopur appliwtion and is subjeM to the laws of the State o( Colorado antl to the Zoning Regulations and Building Cotle of Wheat Ritlge, Colo240 or any other applicable ordinances ot the Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixly (60) tlays from issue date or (e) the buiiding authonzetl is suspendetl or abandonetl for a periotl of 120 days. (3) If lhis permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the otlginal plans antl specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full (ees shall he paitl for a new permit. (4) No work of any manner shall be done that will change Ne natural flow o(water causing a tlrainage problem. (5) Contrector shall notlfy the Builtling Inspector lwenry-four (24) hours in atlvance for all inspections antl shall receive wririen approval on inspeclion card before proceetliin9 with successive phases of the job. (6) The issuance of a permit r the approval of drawings antl speciflcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of Ne building es or y oN /ordinance, law, rule or regulalion. Chief uil ing Inspector m 93t~ DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500wES729thnvENUE BUILDING INSPECTION DIVISION PERMIT N0.18992 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, C0L0. THIS PERMIT VALID ONLY WHEN SiGNED BY THE CMIEF BUILDIN6 INSPECTOR AND RECEIPTED BELOW. ecci ir.4TioN FOR MISCELLANEOUS PEWfT p. dn f/ 1 II~ d C.~~ (,OWNER JOB ADDRESS ` qDDRESS CONTRACTOR o PHONE ZI~PCCODE ADDRESS qTY ZIP CODE G6"j4t*f.T PRICE $ PHONE LICENSE NO. DATE nd❑ G Woll❑ Praieofinp❑ Othsr SwDFOa rou . TV7E I Total Squme Feet 2. MATERIAL if N ILLUMINATION Ya❑ No❑ SIGNS 3 TYCe El~ct. Ptr m o. . SET BACK FROM PROPERTY IINE N 4 i S~ E _ W Zons_ Approvad,ZOne Inapeeta . (SDkily which ia f ronl ) ❑ ❑ ❑ ❑ Disapprowd lid~ Mon Than BO% OpsnC~ S L~~~ Thon 80% Op~~ o TYPE I. HeiQht MATERIAL AL FENCES E S `M Zon"- ADMwW,Zorn Impeefor 3 SET BACK FROM PROPERTY LINE N _ ~ ~ _ 0 Cl Disapprovsd (SDStify whieh is }ront) I. OTHER 2 13, DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIViN'v DISTANCES FROM PROFERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) ~ SpECIFV NORTH STREET N4ME SH ANCE N TO SPROPERTY L N SB NOT D'MAXIMUMJOR IA ERAGEEDISTANCE.S, CND PROPERTY L;NES;ON IRREGULAR IATS, SHOW LEAS DIST T APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL E7(PIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. WIRING MOTORS 9 CON7f70L5 SIGNS TRANSFORMERS 9 RECTFIERS ADDITION TO OLD WORK _ I hereby ocknowledpe thol thn aDDlico- fion n correcl ond understand thot I tannof start this Drojntt until ihie apDI'- eotion is oDCroved. I shall comDlY with fhs lowf oi the State ol Colorado and to the ZoninQ ReQulations and BuildinQ Code of the Cily oi Wneat RidQe. QnY violation of tne above terme will couse immediate revocofion of this Oermit ~oouoam s~c~^~~,• PLUMBING PERMIT MECHANICAL PERMIT STA7E UCENSE N0. WASH 80WL STEAM - BATH TUB GARBQGE DISP WATER HEATER AUTO.WASHER DISH WASMER F36f7 pRAIN URINAL SEWERS PERMIT FEE ~ UsE TAX TOTAL FEE $~a C~ AP~ p ~lJ' - ~ r . CHIEF BUII.DI INSPECTOR,Cit f Wheai Ridga CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS Oate Issued ~ DEPARTMENT OF COMMUNITY DEVEIAPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M911116685 237-6944 EXT. 255 P.O. BOX eae CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SICNED BY 7ME GMIEF CuiLUInMa mnrwjvnmn~n~------°. , n / APP,LICATION FOR MISCELLANEOUS PERMIT~~ _d_., I I I I; C IOB ADDRESS ~ U OWNER ` ~ ~ ~ 75 G~ :ONTRACTOR ADDRESS ~ ~ ~ - Z~P CODE ~7LLJ- 4DDRESS PHONE ~ M rON7RAGT PaiCE $ CITY ZIP CODE PHONE LICENSE NO. 1. TYPE 6r d 09 Ly' Wol ~ a ~ ~ W ~ Proiwfinp❑ 01Mr S a D Fooe 6 i Z '2'4 _ F $IGNS C O DO 2. MATERIAI a ILLUMINATION W1❑ No Type 'v~ ~ W w Tofal Squan Eleef. Permi1 Zonuie'Ll Appra 2ons Impeetor E S ~g 4 SET BACK FROM PROPERTYLINE N (S wft whieh it fronl) ❑ ❑ ❑ El I, TYPE 4olid13 Mon TMn BO% OP#nC] Lon TAOn BO% Open MATERIAL Hebht FENCES SET BACK FROM PROFERTY LINE N_ S._ E. 3 - W Zoro- ADOrovb,Zonsi Inepata . wd (SPecitYwhlehis fronf) ❑ ❑ ❑ ❑ asoDDro 1. OTHER 3. pRAW SKETCH OR SNOW BELOW,TNE FENCE,SIGN,OR OTHER STRUCTURE,OMNG WSTANCEB FROM PROPERTV LINES. (SETBACKS OR PROJECTpNS INCLUDED) tiw~ s,~.l ~ ~2~r Prcc.s+w,,~c~r5 s.~~ v~ a NOT STREET NAME ~ SHOW DISTANCES FROM TFE MAIN BUILDING TQAOJ INING H ES, STREETS, AND PROPERTV LINES{ ON IRREGULAR IATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORN ONLV UPON VALIDATION BV THE BUILDING INSPECTION DMSION. PERMIT WILL EXPIRE 60 DAYS FROM DA'fE OF ISSUANCE !F WORK I5 NOT STARTED WITHW THAT TIFIE. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE NO IMINUM VARE UNDER SIZE 8 I TEMPORARY METER NEW SERVICE . - AMP! CHANGE SERViCE-AMP! LIGHTING HEATING ppWER SUB-CIRCUITS UTILITY (RANGE, DISPOS FIXTURES WIRING MOTORS 9 CONT SIGNS TRANSFORMERS 9 REC' emm~nN TO OLD WORK I hareoy ocknowlsdQe thot thia applico- tion ii correct ond undersfond thot i eonnot ftarf fhis Droject until ihia appli- cotion is aDprovs0. I shail comply with ths lowf oi the State ol Colorado ond to ths Zoninp Requlationa ond Buildinq Code of the Cify ot Wheoi Ridqe. Any violotion of the above terma will couse immediafe ravoeotion of this permit. . ~yoli<, b 9i0natun STATE LICENSE N0. WASH OISH PERMIT FEE USE TAX TOTAL FEE APDISAP~R6~VEE9 CHIEF BUILDI NSPECI ~2 0 ,City of Wheat Ridqe Date IssuPd 4/S ' ~ ~ SPECIFY NORTM 4 -3-C/ l CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS INSPECTION TICKET ADDRE55 i 200 ~UVk-~FiG e'J OATE: - y~BLDG. PERMITM PERMIT BLDG.CONTR. SUBCONTRACTOR 2-1`~~ 2F~ INSPECTION REGUESTED For `J r'C ~ INSPECTION MADE REMARKS v~ W.R. FOMM!-IY