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12951 W. 43rd Drive
m rt..& ,%NNW low��JL 0 COPY COMPLETE ENGINEERING SERVICES, INC. PROJECT NO: 16-10273 Mr. Bill Garcia January 20, 2016 Al cam Metal Distributors 12951 W. 43rd Dr. Golden, C6 80463 9,UBJECT: Frame Construction and Anchor Eva:luation: Commercial Structure, 12951 West 43rd Drive, wheat Ridge, Colorado REFER: General Steel Corporation, Alcam, Metal Distributors, Inc., Job No. 12 B 4289, December 10, 2009 Bolted frame connections and anchor bolt installation for the commercial structure being constructed at the subject location were evaluated on January 15, 2015, and January 18, 2016. Conclusions and recommendations presented herein are based on observation of exposed and accessible components of the structure, verbal information provided, applicable codes and standards and our experience with similar condons. Approximately 25 percent of the baseplate anchor bolts and approximately 10 percent of the frame Connections were checked. our observations and testing with a torque wrench indicate that the frame bolts and the frame anchor bolts have been installed in substantial conformance with referenced plans. Please contact us if YOU have questions Concerning this informatiorl Services, Inc., �Ml '111 i I I F �li I I iii! I I ERE I 'i !15 111 1 1111 i I :ityg cif" City ofi Wheat Ridge Municipal Budding 7500 W 20" Wheat Ridg. CO 800,'33-8001 , 303,235,2861 F: 103-235.2857 August 27, 201 Cil amoo Construction, Inc. PO Box 959 Morrison, Colorado 80465 Charlie Chambers Letter of Acceptance for Right of Way Construction It Number 9105 This letter is to inform you that the work performed t 12951 W. 43d Ave., under the terms and conditions of the above referenced permit, is hereby accepted by the Cavity of Wheat Ridge as of Au use 27 201& As defined by Section 21--30 Paragraph A of Ordinance nNo. 987 you will'be responsible for maintenance oaf the work performed for a period of two years from the date of acceptance. 1f you have any questions, please contact me at 303-235-28% Respe lly, ,el Russ Higgins, Field Services' r'r td o: Filo FOR OFFICE USE ONLY City of Date: id COMMUN rry DEVELOPIJEN�T� plan1permit Building $ Inspection Services Division ., * u 7600 W. 29th Ave., Wheat Midge, CO 80033 Plan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line. 3013-231-5933 Building it Application * Please complete all highlighted areas on both sides of this form. incomplete applications may not:be processed, . M Property Ginner (please print):ell Phone: Property Owner Email* Mailing Address: if different than property address Address: City, State,' i 1 c shit tf rig n erE-mail: 2 .-7I- hone: '?6,? ?,P ' Contractors City License M Phone* Contractor E-mail Address. s.. r 4� Slb Contractors-. Electrical: r� Plumbing: Mechanic l- W I . it}r License W.R. City License # W.R. City License Other City Licensed Stab: Other City Licensee Sub: City License # ` City License # Complete all information on BOTH steles of this for .&ork: (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESIDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRJCTURE (Garage, shed, deck, etc,) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) Mount art materials to be used, etc.)r C / ? Sq. FULF Btu's Gallons Ps Sqvares Other CITY Of WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 2M Ave Wheat Ridge, CO 80033-8001 p. 3012351855J 303.2371929 Nil 1 21 11 A ;III It 1111 91'0��� A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission• • d Proof of s •n form from a required agency will not be accepted or processed. Project Address: "0.6 Z Project Type/Description: Signature of Firm Representative or f a duly authorized representative of the agency indicated below and do, b* my signat below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above, «w'�p B's 's(Ptease check one) r Wheat Ridge Rre Protection Arvada• Fire Protection • Wheat Ridge • Consolidated District Denver• Valley Water District • w.* Ridge* Wheat Sanitation Sanitation* Clear Creek District Fruitdale Sanitation « Westridge Sanitation District * Other IV 1� 4 V, City of _�'Wh6atl d ic coml COMMUNn-y DrvELOPMENT .... ... . ......... City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,2352855 F: 303.237A929 6/11/15 Cha. co Construction Re: 12951 W. 43d Drive I was reviewing plans submitted for a new storage building at the referenced address and require the following in order to continue my plan review. 1. Provide a COMCHECK for compliance with the 2012 International Energy Conservation Code (I CC) or section 0402 of the IECC. 2. Provide a electrical power plan and one line diagram for the building. 3. Provide heating specifications and gas line isometrics ("'Ack m�"'t'oA' Once I have this information I can continue any review. If you have any questions feel free to contact me. Cordially A\ Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 29h Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 235-8929 --1- www.d.wheatridge.coms W City of :9�Wh6at ai:Lem- City of Wheat Ridge Municipal Building 7500 W. 29"" Ave, Wheat Ridge, CO 80033-8001 P: 3012352855 F: 301237,8929 6/11/15 MM I was reviewing plans submitted for a new storage building at the referenced address and require the following in order to continue my plan review. 1. Provide a COMCHECK for compliance with the 2012 International Energy Conservation Code (IECC) or section 0402 of the IECC. 2. Provide a electrical power plan and one line diagram for the building, 3. Provide heating specifications and gas line isometrics cc V Once I have this information I can continue my review. If you have any questions feel free to contact me. MMM Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 29t" Avenue Wheat Ridge, CO 80033 Office (303) 235-2850 Fax (303) 235-8929 www,ci.wheatridge.co.us CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 094366 Issued: 04/28/10 Stipulations: Relocate/Remodel of Existing Restrooms to Code and Update Electrical This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 12951 W 43RD DR Parcel Number: 39-202-02-003 Owner: Bill Garcia 4892 Van Gordon St. #206 Wheat Ridge CO 80033 Contractor: Gilbert Roy Gil-Roy Construction Inc. 5167 S. Yank Ct. Littleton, CO 80127 For the Following Purpose: Commercial Remodel Cod Editions NO change shall be made in the USE of 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler System ?CERT ding Inspector Zoning Administrator ICA TE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 04/28/10 16:41:31 City of Wheat Ridge Page 1 bp901-1s PERMIT INFORMATION - 094366 mmackey PERMIT INFORMATION: Permit#: 094366 Address: 12951 W 43RD DR Permit Type: Commercial Remodel Parcel Cd: 39-202-02-003 Permit Dt: 12/09/2009 OWNER: Bill Garcia Expires: 06/07/2010 Address: 4892 Van Gordon St. #206 City/St/Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetBacks-Front: 0.0 Fount Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: 44TH INDUSTRIAL PARK Annex Dt: Right: 0.0 Cant Type: Brick Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Relocation/remodel of existing restrooms to code & Update el FEES QTY DUE PAID: Permit Fee 60,000.00 927.95 927.95 Plan Review Fee .00 603.17 603.17 Total Valuation 60,000.00 .00 .00 Use Tax 60,000.00 11080.00 1,080.00 2,611.12 2,611 12 - CONTACTS: owner Bill Garcia 4892 Van Gordon St. #206 Wheat Ridge CO 00033 3034635079 go CL3 Gil-Roy Construction Inc. Gilbert Roy 5167 S. Yank Ct. Littleton, CO 80127 3039443187 sub CL9 Elements Heating and Cooling Elements Heating 13953 Cook Court Thornton, CO 80602 3035914418 sub CIA LEI Companies, Inc. Brandon Berumen 2017 Curtis St. Denver, CO 80205 30393 45631 ARCH CL2 Gil-Roy Construction Inc. Gilbert Roy 5167 S. Yank Ct. Littleton, CO 80127 3039443187 ARCH CIE Gil-Roy Construction Inc. Gilbert Roy 5167 S. Yank Ct. Littleton, CO 80127 3039443187 PARCEL INFORMATION: 10 Structure Type 301 20 Year Built 2000 30 Property Type COMMR PERMIT CONDITIONS: RP: Must comply with the 2003 additions of the IBC, IPC, IMC, IFGC, IECC, ICC/ANSI A117.1 and the 2005 addition NEC. Construction to comply with the approved engineered drawings and above codes, Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/09/09 CREATED FROM APPL# 09-0446 12/01/09 Given to JS for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS I PUG:Plumbing Underground 02-1993 02/16/10 no kc 02/17/10 02/17/10 COMPLETE 04/28/10 16:41:31 City of Wheat Ridge Page 2 bp701-1s PERMIT INFORMATION - 094366 mmackey 2 PRI :Plumbing Rough Insp. 02/18/10 no KC 02/17/10 02/17/10 3 ERI :Electrical Rough Ins 06-0006 02/22/10 no RP 02/23/10 02/23/10 4 GAS :Gasline Inspection 09-0516 02/25/10 no KC 02/26/10 02/26/10 5 MRI :Mechanical Rough Ins 09-0516 02/25/10 no KC 02/26/10 02/26/10 6 FRI :Framing Rough Insp. 02/26/10 no KC 02/26/10 02/26/10 7 dws :Drywall screw/nail 03/02/10 no cci 03/03/10 03/03/10 8 DWS :Drywall screw/nail 02-1993 03/04/10 no cci 03/05/10 03/05/10 9 ERI :Electrical Rough Ins 06-0006 03/22/10 no rp 03/23/10 03/23/10 10 MRI :Mechanical Rough Ins 09-0516 03/23/10 yes rp 03/24/10 03/24/10 11 mri :Mechanical Rough Ins 03/24/10 no rp 03/25/10 03/26/10 12 MRI :Mschanical Rough Ins 03/24/10 no KC 03/24/10 03/24/10 13 efi :Electrical Final Ins 06-0006 03/29/10 no rp 03/30/10 03/30/10 14 mfi :Mechanical Final 09-0516 04/01/10 no cci 04/02/10 04/02/10 15 pfi :Plumbing Final Insp 04/06/10 no kc 04/07/10 04/07/10 16 bfi :Building Final Insp 02-1993 04/06/10 no KC 04/07/10 04/07/10 17 mfi :Mechanical Final 09-0516 04/27/10 no kc 04/28/10 04/28/10 18 PFI :Plumbing Final Insp 04/28/10 no KC 04/28/10 04/28/10 19 BFI: BUilding Final Insp 04/28/10 no KC 04/28/10 04/28/10 COMPLETE PARTIAL COMPLETE COMPLETE COMPLETE PARTIAL PARTIAL COMPLETE PARTIAL INCOMPLETE COMPLETE COMPLETE INCOMPLETE INCOMPLETE COMPLETE COMPLETE COMPLETE INISPECRilON RECORD a OccupancY/Tvpe '1INSPECTICNfL NE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: - Footings/Caissons _ Stemwall / (CEG) Concrete Encased Ground " Reinforcing or Monolithic - - Weatherproof / French Drain t Sewer: Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN. SIGNED N CONCRETE SLABFLOOR Electrical (Underground) ' Plumbing (Underground) AX I'7//C Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - mvu~llb -Sheathing ` Lath/Wall tie - Mid-Roof.`- Electrical Service ` Rough Electric ~J 53; f - a k .ZPn.., it i~ 8 } Rough Plumbing +~~Yr1ir v . . ' v = 1 Gas Piping : roc/!a 7~c Rough Mechanical .1! 6/le Aee- - - ABOVE. INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING f Framing 2fz~/so Insulation - Drywall Screw 3 ,j/71 rv I tee ;-4ft 9 /O -.;06 :Electrical :Plumbing :Mechanical Roof 'Building Final sO, Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE. CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. *NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES. NOT CONSTITUTE AUTHORIZATION OFA'.CERTIFICATEOF000UPANCY NOR PERMISSION FOR OCCUPANCY. r Irv I rtFtMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 'tP ♦ 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: _ Pf�T, SFr Job Address: 9"a5'/ w V/349 bk - Permit Number: 6�9'Y V607;CW 4 feAO1 lJAfc YoSt PCC,4Aw l . I-FJ QJ.�"Fr�SfQS T® 0x17 ❑ No one available for inspection: Time td! /� (iiOM Re- Inspection required: G � No When corrections have been made, call for re-inspection at 303 -234 -5933 Date: V 7 /o Inspector: DO NOT REMOVE THIS NOTICE (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7i'x-9/,jAt(- Job Address: 12`)5'1 Ue5, Permit Number: C953Gb ♦ 4' CITY OF WHEAT RIDGE Bung Inspection Division I ~ (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax t ❑ No one available for inspection: Time'`} AM1PM Re-Inspection required: Yes o When corrections have been made, calf for re-inspection at 303-234-5933 Date: 3 5 -P Inspector: to DO NOT REMOVE THIS NOTICE A a CITY OF WHEAT RIDGE Building Inspection Division jt (303) 234.5933 Inspection line (303) 235-2855 office • (303) 237-8929 Far Inspection Type: Job Address: Permit Number: NOTICE ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, calf for re-inspection at 303-234-5933 Date: % f G Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE ~-j- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ( fZ_;~ Job Address: 95) GU 415 r "/r` Permit Number: 092,-76,1 ~ V ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: 07 Inspector: Ciy.; t DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10v6-d--- N-7- Job Address: Permit Number: 'J9TY36 - ❑ No one available for inspection: Time Y,2; 05' AM/ Re-Inspection required: Yes <WO-_ When corrections have been made, call for re-inspection at 303-234-5933 f; Date: o~117/i© Inspector: DO NOT REMOVE THIS NOTICE k. 4 CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .IRIS f /-'~5 Job Address: w yako ak Permit Number: 0 9.3 S&~ 57-A/X,S ` 1,,v /i iseiy,C-,e 1. .tam t.:L: ~~a'. uvr~aff -h >~hi/ 1<,~sa rsr_ r-t. ❑ No one available for inspection: Time r.E 1 7o AM/a Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date:Inspector: i~ DO NOT REMOVE THIS NOTICE e A i CITY OF WHEAT RIDGE Building Inspection Division 3(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: v l Zz~ Job Address: Iv i l i rr Permit Number: t-) 9!~z ❑ No one available for inspection: Time M Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: /C Inspector: I~ 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: _IIVP, Job Address: /~9S/u~.y3,2o pk. Permit Number: _ 05?YYw~f ari c-sr.~ve.r t- t oar r a ,~~-z~ s t~c~Y!,~ 'LLIV. ZEE Dali PP-11>p 2 7u ~ x r i~ys~fc r~rr~ ❑ No one available for inspection: Time .,fi 17 AM0 Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 31214/a Inspector: C DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Zc) ~r Permit Number: ❑ No one available for inspection: Time AM/PM Re-inspection required: Yes No When corrections have been made, cali for re-inspection at 303-234-5933 Date: Inspector R ~,x DO NOT REMOVE THIS NOTICE e d s CITY OF WHEAT RIDGE r Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:, ~rstr 1;,2-r d lAmcr Job Address: 1,2457 w 1/32,4 'O2. Permit Number: _ r95' S*3/l_ ❑ No one available for inspection: Time t5 AM4a) Re-Inspection required: Yes *When corrections have been made, call for re-inspection at 303-234-5933 Date: G 1p Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ AAZ' Job Address: /27.5-1 ~ V7,1;.o aQ Permit Number: 09~/3/l Ni ❑ No one available for inspection: Time tT~iiD EMI M Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 3fa3/fa Inspector: DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 office, (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: iM S1 ti.l 4:~ o 'd Permit Number: ncll 43 U_ {4 PF C^~ V' pai s In/~ A n I n ❑ No one available for inspection: Time AM Re-Inspection required: Yes When corrections have been made, call for fir-inspection at 303-234-5933 £t Date: nG Inspector: + 1~y DO NOT REMOVE THIS NOTICE I City of Wheat Ridge r Commercial Remodel PERMIT - 094366 ISSUED: ` 12/09/2009 PERMIT NO: 094366 ' EXPIRES:: 06/07/2010 JOB ADDRESS: 12951 W-43RD DR- location/remodel of existingrestrooms to code & Update ele R e DESCRIPTION: CONTACTS - ,owner. 303/463-5879 Bill Garcia. 02-1993 Gil Roy Construction Inc. 303/944 3187 Gilbert Roy gc 09-0516 Elements Heating and Cooling sub 303/591-4418 Elements Heating 06-0006 LEI Companies, Inc.`. - sub 303/934-5631 Brandon Berumen PARCEL INFO USE: UA- v~ ZONE CODE: UA BLOCK/LOT#: 0/ " SUBDIVISION:. 0083. - ` ESTIMATED PR'OJECT` VALUA 60,000.00. FEE SUMMARY FEES f ~ , Permit Fee 927.95 ~ Plan Review Fee 603.17: Total Valuation .00 ) 8k 0 080 0 1, . Use Tax 2,611.12., TOTAL y f Conditions: t comply with the 2003 additions of the IBC; IPC, IMC, IFGC, IECC, Mu P s R : ICC/ANSI A117.1 and the 2005 addition NEC. 'Construction to comply with.. the approved. engineered drawings'. and above codes. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ements or restrictions! of record; that all ;ordinances, rules or regulations of the City of Wheat Ridge. or covenants, eas t I have read and agree to abide by all conditions printed on this th a measurements shown, and allegations made are. accurate; onsibility for compliance with the Wheat Ridge Building Code(I.B.C) and all other ll resp application and that I assume fu ' for work under this permit. Plano subject to field inspection. applicable Wheat Ridge Ordinances, mate Signature of contractor/owner f the the set forth in your applicati s to i i laws n un ons s l o app l 1. This permit was issuedin accordance with the prov r do or o ulations and Building Codes of Wheat Ridge, Re in z g on g state o£; Colorado andto the ordinances of the city. 180 days from the issue date. Requests for an extension must be received prior to expiration 2. This permit shall expire date. An extension may be granted at the discretion of the Building official. the amount normally required, provided no lf h . a 3. If this. permit expires, a new permit may be acquired for a fee of one- in the original plans and specifications and any.. suspension or abandonment has not ll d h e a changes have been or will be ma es have been or if suspension or abandonment exceeds one (1) year, full fees s n h If g c a exceeded' one (1) year. be paid for a new permit. No work of'. any manner shall be done that will change the natural flow of water causing a drainage problem. advance for all inspections and shall receive 4 in h . . ours. 5.- Contractor shall. notify the Building Inspector twenty-four (24) ith successive phases of the job. written approval on. inspection card before... proceeding. w b s and specifications shall not be construedto i mit for, no pe ng r 6. The issuance of a permit or the approval of draw rule w ions of the building codes or any other ordinance, vi h s e pro '.an approval of,. any violation of t : All plans is s subject to field inspections. ' signatur f of Building Official date : a INSPE ION' REQUEST` LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 R INSPECTION THE FOLLOWING BUSINESS DAY. rREQUESTS MUST BE MADE BY3PM ANY BUSINESS DAY FO i f/ oFW"E9'R, City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 e m Office: 303-235-2855 * Fax: 303-235-2857 Plan M, 69q- ~ o Inspection Line: 303-234-5933 09y3~ °<oRao Permit Building Permit Application Property Address: 12951 W. 43rd Dr. Property Owner (please print): Bill Garcia Phone: (303 463-5879 Mailing Address: (if different than property address) Address: 4892 Van Gordon St. 4206 City, State, Zip: Wheat Ridge CO 80033 Contractor: TBD Contractor License Phone: Sub Contractors: TBD Electrical City License Company: Plumbing City License Company Mechanical City License* Company: Exp. Date: Exp. Date: Exp. Date: D Use of space (description): Oflice Use I Construction Value: $ /i/ 1)6 (as calculated per the Building-1/albation Data sheet). Desc~lptlon'of viro~k: Re-locating/ Re-modeling of existing restrooms to code. Addition of partition walls Plan Review (due at time of submittal): $ & doors. Updating of Elec. and Mech. equip. Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER))(CONTRACTOR) or PERSONAL REPRESJiNTATIVE of (OWNER) (CONTRATOR) PRINT NAME: 6471 W11 'a i^C i c` SIGNATURE: Date: Bldg Valuation: $ COM check Software Version 3.4.2 Mechanical Compliance Certificate 2003 IECC Report Date: 11/24/09 Data filename: Z:\PROJECTS\2009\090812 -Castillo Wyatt - Alcam Metal Dist\Alcam.ock Section 1: Project Information Project Title: Alcam Metal Distributors Construction Site: Owner/Agent: Designer/Contractor: 12951 W. 43rd Drive Christopher Menges Golden, CO 80403 Christopher Menges Engineering 1100 W. Littleton Blvd., Ste. 400 Littleton, CO 80120 720-283-3018 Chris@mengeseng.com Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 13b Heating Degree Days (base 65 degrees F): 6158 Cooling Degree Days (base 65 degrees F): 554 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type & Description 1 H VAC; System 1: Heating: Central Furnace, Gas / Cooling: Split System, Capacity <54 kBtu/h, Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Newly purchased heating equipment meets the heating efficiency requirements ❑ 2. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: F1 1. Load calculations per 2001 ASHRAE Fundamentals F1 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple. units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system Ll 4. Minimum one humidity control device per installed humidification/dehumidification system Li 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm Page i of 2 Q Outside-air source for ventilation; system capable of reducing OSA to required minimum Lj 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. 0 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment F-I 12. Hot water pipe insulation: 1 in. for pipes x1.5 in. and 2 in. for pipes A.5 in. Chilled water/refrigemnVbrine pipe insulation: 1 in. for pipes r_1.5 in. and 1.5 in. for pipes A.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes A.5 in. - Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F - Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length 13.0peration and maintenance manual provided to building owner rl 14. Balancing devices provided in accordance with IMC 603.15 E) 15.Stair and elevator shaft vents are equipped with motorized dampers Section 5; Compliance Statement Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMchack Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Page 2 of 2 COM check Software Version 3.4.2 Mechanical Compliance Certificate .rt511-1 - 20031ECC Report Date: 11/24/09 U = 36005 Data filename: z:1PROdECTS12009\090812 - Castillo Wyatt - Alcam Metal DisflAlcam.cck U N Section 1: Project Information ~sSearvai.E.~ Project Title: Alcam Metal Distributors Construction Site: Owner/Agent: Designer/Contractor: 12951 W. 43rd Drive Christopher Menges Golden, CO 80403 Christopher Menges Engineering 1100 W. Littleton Blvd., Ste. 400 Littleton, CO 80120 720-283-3018 Chris Q mengeseng. com Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 13b Heating Degree Days (base 65 degrees F): 6158 Cooling Degree Days (base 65 degrees F): 554 Project Type: New Construction Section 3: Mechanical Systems List Quanti System Type & Description 1 HVAC System 1: Heating: Central Furnace, Gas/ Cooling: Split System, Capacity <54 kBtuth, Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Newly purchased heating equipment meets the heating efficiency requirements Fl 2. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals E] 2. Plant equipment and system capacity no greater than needed to meet loads. - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system , n 4. Minimum one humidity control device per installed humidificatioNdehumici fication system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling a S. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations LJ 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm Page 1 of 2 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ri 10. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification C] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 12.Hot water pipe insulation: i in. for pipes c1.5 in. and 2 in. for pipes >1.51n. Chilled water/refrigerant/brine pipe insulation: i in. for pipes X1.5 in. and 1.5 in. for pipes A.5 in. Steam pipe insulation: 1.5 in. for pipes X1.5 in. and 3 in. for pipes A.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled - Exception: Runouts c4 ft in length 13.0peration and maintenance manual provided to building owner 14.Balancing devices provided in accordance with IMC 603.15 r_1 15.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. ,°N1215 M V6265 ?tZi~57d~. 'r ~~p lit Name - Titre Signature Date Page 2 of 2 COMcheck Software Version 3.4.2 Mechanical Compliance Certificate 2003 IECC Report Date: 11/24/o9 Data filename: Z:\PROJECTS\20o9\090812 - Castillo Wyatt -Alcam Metal DisMlcam.cck Section 1: Project Information Project Title: Alcam Metal Distributors Construction Site: Owner/Agent: Designer/Contractor: 12951 W. 43rd Drive Christopher Menges Golden, CO 80403 Christopher Menges Engineering 1100 W. Littleton Blvd., Ste. 400 Littleton, CO 80120 720-283-3018 chris@mengowng.com Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 13b Heating Degree Days (base 65 degrees F): 6158 Cooling Degree Days (base 65 degrees F): 554 Project Type: New Construction Section 3: Mechanical Systems List uant' %Mtem Type & Descriodon 1 HVAC System 1: Heating: Central Furnace, Gas/ Cooling: Split System, Capacity <54 kBtu/h, Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Newly purchased heating equipment meets the heating efficiency requirements C] 2. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system F-1 4. Minimum one humidity control device per installed humidification/dehumidification system ~.5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations F-1 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 chn Page 1 of 2 S. Outside-air source for ventilation; system capable of reducing OSA to required minimum 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. Fi 10. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception: Continuously welded and locking-type longitudinal joints and seems on ducts operating at static pressures less than 2 inches w.g. pressure classification ❑ 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment Lj 12. Hot water pipe insulation: 1 in. for pipes c1.5 in. and 2 in. for pipes A.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes r_1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes c1.5 in. and 3 in. for pipes >1.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length 13.0peration and maintenance manual provided to building owner LI 14.Balancing devices provided in accordance with IMO 603.15 E) 15.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. C%N)ZIS Name - Titre Signature Date Page 2 of 2 i 6 COM check Software Version 3.4.2 Mechanical Compliance Certificate 1~ 1 2003 IECC Report Date: 11/24/09 U = 36005 61 Data filename: Z:\PROJECTS\2009\090812-Castillo Wyatt - Alcam Metal Dist\Alcam. ock Section 1: Project Information ~SSi® i. rva Project Title: Alcam Metal Distributors Construction Site: Owner/Agent: Designer/Contractor. 12951 W. 43rd Drive Christopher Menges Golden, CO 80403 Christopher Menges Engineering 1100 W. Littleton Blvd., Ste. 400 Littleton, CO 80120 720-283-3018 chris@mengeseng.com Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 13b Heating Degree Days (base 65 degrees F): 6158 Cooling Degree Days (base 65 degrees F): 554 Project Type: New Construction Section 3: Mechanical Systems List Quantt System Type & Description 1 HVAC System 1: Heating: Central Furnace, Gas/ Cooling: Split System, Capacity <54 kBtu/h, Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Newly purchased heating equipment meets the heating efficiency requirements F1 2. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling ❑ 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm Page i of 2 C] 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum E 9- R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-a insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. F-i 10. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ri 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 12. Hot water pipe insulation: t in. for pipes <_1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <_1.5 in. and 1.5 in. for pipes A.5 in. Steam pipe insulation: 1.5 in. for pipes r_1.5 in. and 3 in. for pipes A.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degrees F - Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length 13.0peration and maintenance manual provided to building owner 14. Balancing devices provided in accordance with IMC 603.15 15.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Page 2 of 2 2003 IECC COM check Software Version 3.4.2 Mechanical Compliance Certificate Report Date: 11/24/09 Data filename: Z:\PROJECTS\2009\090812 - Castillo Wyatt - Alcam Metal DishAlcam.cck Section 1: Project Information Project Title: Alcam Metal Distributors Construction Site: Owner/Agent: Designer/Contractor: 12951 W. 43rd Drive Christopher Menges Golden, CO 80403 Christopher Menges Engineering 1100 W. Littleton Blvd., Ste. 400 Littleton, CO 80120 720-283-3018 chrisOmengeseng.com Section 2: General Information Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 13b Heating Degree Days (base 65 degrees F): 6158 Cooling Degree Days (base 65 degrees F): 554 Project Type: New Construction Section 3: Mechanical Systems List Quantity system Type & Descrio5on 1 HVAC System 1: Heating: Central Furnace, Gas/ Cooling: Split System, Capacity <54 kBtu/h, Air-Cooled Condenser/ Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : L] 1. Newly purchased heating equipment meets the heating efficiency requirements L] 2. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals E] 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system C] 4. Minimum one humidity control device per installed humtdification/dehumidification system 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations ❑ 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm Page 1 of 2 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. F] 10. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification F-1 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 12. Hot water pipe insulation: 1 in. for pipes c1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigemnt/brine pipe insulation: 1 in. for pipes X1.5 in. and 1.5 in. for pipes A.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes A.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degrees F - Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length LJ 13.0peration and maintenance manual provided to building owner L] 14. Balancing devices provided in accordance with IMC 603.15 Cl 15. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. d_gjZiS 'ilEti('Ii~"5 _ 'aid Si L j Name - Title Signature Date Page 2 of 2 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 -,oF WFIEAT,pO The City of ~m Wheat Rldge ~oZoRpoo 6 February 2003 Emmanuel Valentino 12951 W. 43`d Drive Wheat Ridge, CO 80403 RE: Outside storage/12951 W. 43'd Drive Dear Mr. Valentino: Pursuant to the 44`h Avenue Planned Industrial Development, any outdoor storage must be located within a screened storage area. On February 5, 2003, a City staff inember observed several items stored in the fenced area on the west side of the building located at 12951 W. 43~d Avenue. These items included several pieces of construction equipment. Please either remove said items or screen the fenced area no later than February 28, 2003, or possible code action may ensue. If you have any questions, feel free to give me a call. I can be reached at 303.235.2849. Thank You, D~~ Travis R. Crane Planner (.J The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COIORADO 80215 Mazch 16, 1999 Emmanuel Valentino City Wide Enterprises 12050 West 52"d Ave. Wheat Ridge, CO 80033 Subject: Structural Steel Building; 44`" Industrial Park Dear Mr. Valentino: GWheat 'Ridge U) D~ `~,a I am writing in response to your inquiry about constructing a structural steel buiiding at the recently approved 44h Industrial Park. As you may know, the 44`h Industrial Park Planned Industrial Development (PID) was approved after considerable testimony from neighboring property owners and neighborhood associations concerning significant project impacts, including traffic and visuat impacts, of new uses. It was the intent of Pianning Department Staff, Planning Commission and City Council to approve a project which would be a benefit to the City both economically and aesthetically. Visual considerations aze especially important considering the projecYs location next to and visibility from Highway $8 and Interstate 70. With this in mind, I have reviewed the PID criteria for building materials and have found that there is no restriction on the use of structural steel buildings as a building construction method. Nonetheless, during the building permit review process, plans for proposed construction of the project will be routed to the Planning Department, which will review the plans for meeting the criteria of the PID, as well as visual elements of fhe proposed buildings. Pianning staff will expect that any building, structural steel or otherwise, include azchitectural features designed to enhance the building's appearance. Examples of such features include but are not limited to the use ofdecorative masonry products (brick, stone, biock, decorative concrete). From our conversation, I believe you indicated to me that your intent, if you proceed with purchase of a lot at the 44`" Industrial Park, is to erect a structural steei building with little if any inveshnent in upgraded design features. If this is indeed the case, and with the information contained herein in mind, I hope you will re-evaluate your investment plans, since there is no guazantee Planning Department will approve your building permit, and you would then be in a potentially difficult position regarding increasing your design and development expenditures. If you do proceed with purchase of a lot at the 44"' Industrial Pazk, I strong(y encourage you to retain the services of an architect to assist you with building and site design, and also to schedule a pre- application meeting with pianning staff, along with your design consultant, so that we may ensure all parties understand the Planning Department's design expectations. (303) 234•5900 • ADMINISTRATION FAX: 2345924 • POLICE DEPARTMENT FAX: 235•2949 - I hope this letter assists you in understanding the Planning DepartmenYs position regarding structural steel buildings and building design elements for the 44`h Industrial Park PID, and I invite you to call me at 303-235-2854 if you have fiuther questions, or Bazbaza at 303-235-2846 if you would like to schedule the pre-application meeting with planning staff. Sincerely, Martin Omer, AICP J~~' " V'~ via faac: 303-422-0822 cc: Alan White, Director of Planning and Development Meredith Reckert; Senior Planner Sea -McCartney, Plaaner n Morgan, Codes Administrator Tom Duffy Tom Hartley 44`h Industrial Pazk PID PERMITTRACKING FORM ADDRE55 LOT 2B DATE SUBMITTED~ PERMIT NUMBER~ TYPE OF PERMIT ~I P LV (~~,(1'i11~ CONTRACTOR 0I~T~)1CI-Z r(~~-P,LQI 15~~ PHONE -4Q-~ -0Ffa-~ OWNER~ ~ J e-~ IlyC) Z) PHONE TYPEOF REQUEST N P to ~(1Mtl'l~f C lC'-n " C7 C~ I A iC~-fP~~LC~.( ~7-~ , MEMEMERIMMD 8-ILo-aci REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLIGATION ? YES NO N/A CONDITIONS OF ❑ ~ BUILDING DEPARTMENT ~fe(l~,'~O ~~C~114$1 Qt~1 B`IQaC~I DATE IN DATE OUT C~C1S ft-`"~q~ ❑ ENGINEERING DEPARTMENT PLANNING DEPARTMENT 1~1 FIRE DEPARTMENT ❑ CIIY ARBORIST ❑ POLICE DEPARTMENT ❑ SEWER DISTRICf ❑ WATER DISTRICT DATE: November 22, 1999 TO: Accounting Department FROM: Director of Planning & Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: Landscaping additiona135 trees on East & West sides. The Landscaping has been completed to the City af Wheat Ridge satisfaction. IIUy'f ~0 ~j Ct--' i4 -O /~~~U RELEASE TO: Eileen Valentino it~ l~~ G~--~- Address: 12951 W. 43rd Drive Wheat Ridge, CO 80401 Amount to be refunded: $500.00 (Five hundred dollazs and no/100-------) UV~ l1-23-cll Alan White Director of Planning and Development O c m n ~ a N N k ro K ti m a w p a rt ~ w c1' rt, x (o a w rt, m 0 M n 0 5 fr tt d ~ cr O n \ O m < m r 0 ro m H ~ 0 E 7 N ti rt, O O H ~ m ~ N ~ ~ N N O N d b o µ fr ~c w ° a (D , m a rr m . w N p' k ' H . m o v ~ ° " m 0 c (r ~ , t (D k p, ~ m ° m o , ~ rr u, µ E cr o m m m x fi ~ o fi H ~ xl rt H £ a' a n ro m (D (D ry 3 tr, o ° " cn , ~ ~ cr w cu . H o' a w ro E : N Fl N a m m o v ~ W N m N ~ m m a ~ ~r c x ; r o v~ w ~ H rt, ~ O M w o. v rt, (D E ~ M O f rt ~ a w m d m N tt N (D q. N ro n K m ~ , t ~e C m ~ . . :1 ft ~ w F'r fF 0 n 0 a ro r m fr m 0 n ro H ° K a m N w Fl a r m ~ a N 0 m b F, :I w ro n µ O H rt, 0 rt ~ m a a ft m O M ; n O :3 rr H w 0 fi 0 tf ~ O m C N r 0 ro N M ~ O 5 N K v N ? 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FORM 300 CG (1/93) Th2f1k Y0W & PRINTED ON RECVQED PAPER DEPOSIT RECEIPT RIE"Ell VALIDATION FIR57;,, weiT OP R%OGE, N.A. 7 ~,6 ~ $ AMOUNT OP DEPOSIT SIGN HENE FOF CASw PECEIVEO IIF PEOUiPE01 • ~ OIBAWWHEATSPOGE, vmi.iw°ocE coeooio 24 HOUN OANKING (303) 237-5000 1: 10700 1 6 7 21: 23 1449986 711' ' Q . . ~ . . ~ fVT-ICASH ~ 82-767/1070 ~ Soo.oo iwrorumwomwmn SUB TOTAL ~ ,LESS CASM IN PECEIVED _ ~ .-/I&II Nolweat Benk CalonCO, NA . . „ _ ' . . ' . ' /1//I ~ ~ . . GolOen . . . . . , . . . . . - . . . . . . . . - - x«+wESreaNKS 2794563 1301 Jeusen seGNSr ` - .9360 . . /III Ga~dan Cobrado aaeof i9e9 . . .O\I~ =Namresl Phone 9ank (303) 8E3-G300 - . ' . 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ID, i(' I- A Certificate of Occupancy or Completion has been requested for: ADDRESS: jcq95I ('rl D(' t l Purpose of Building Department Remarks: Zoning Approval: W'~ l Remarks: Public Works Approv~ Remazks: Fire Marshall Approv2 (If Applicable) Remazks: Sanitation District Api (If Appiicable) Remarks: Water District Approv (If Applicable) Remazks: ..wGZC-.I November 8, 1999 Daily Inspection Log Page 1 = Permit Job Address Time Type Approval Remarks 9326 24706 12951 W. 43rd Drive am F-Landscape 9326 24707 12951 W. 43rd Drive am F-ROW and Drainage t5 9265 24709 3516 NEWLAND ST am FBldg 9311 24710 3960 Upham am DWS 9688 24711 715W 42ND AVE FMech/Crawlspace in backyard 9743 L 10750 W 35TH AVE const meter DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9326 BUILDING INSPECTION LINE - 303-234-6933 CITY OF WHEAT RIDGE Date : 8/16/99 7500 WEST 29TH AVEiVUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 12951 W. 43rd Drive Contractor License No. : 18748 Company : Citywide Enterprises, Inc. Phone: 303-422-0821 Phone: 4220821 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 responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge oMina es,. 'oS wo under this permit. (OWNER)(CONTRACTOR) SIGNE DATE O%G, !7 ~ Description : 40' x 60' office and warehouse Construction Value : $48,600.00 Permit Fee : $634.15 Plan Review Fee : $412.20 Use Tax : $729.00 Total: $1,775.35 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : mmn~ Approval : SM Additional Landscaping along W. 44th required. Proposed structure Zoning : PID complies with setbacks and heights. NO MECHANICAL WORK TO BE PERFORMED UNTIL CONTRACT Approval : dm INFORMATION IS SUPPLIED AND LICENSE VERIFIED. See file for PW review sheet. Approval:gk Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18622 Company :S.R.T. ELECTRIC CO Expiration Date : 2/28/2001 Approval: Plumbing License No A1j9F4 18P0q ~Mec,hanical License No : Company : 1e P~pp~ e ~ompany : Expiration Date : . 2000 Approval : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur applica[ion and is subject to [he laws of ihe State of Colorado and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Coloredo or any oiher applicable oMinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sialy (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a period of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension orabandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the naturel flow ofwater causing a drainage problem. (5) Contractor shall nolify the Buildin9 Inspector hventy-four (24) hours in advance for all inspeciions and shall receive written approval on inspec[ion card before proceetliing with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specifcations shall not be wnsiruetl to be a permi[ for, nor an approval of, any violatlon of the provisions of the building codes or any other ordinance, law, rule or regula[iort . . 1/L.A.t„n I ~wa&I_ I~M . . . Chief Building Insp tor DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303 234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9326 8/16/99 Property Owner : Property Address : 12951 W. 43rd Drive Contractor License No. : 18748 Company : Citywide Enterprises, Inc. Phone: 303422-0821 Phone: 4220821 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applirable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : 40' x 60' office and warehouse Construction Value : $48,600.00 Permit Fee : $634.15 Plan Review Fee : $412.20 Use Tax : $729.00 Total: $1,775.35 Use : BUILDING DEPARTMENT USE ONLY Approval : SM Zoning : PID Approval: dm Approval:gk Occupancy : Walls SIC : Sq. Ft. : Additional Landscaping along W. 44th required. Proposed structure complies with setbacks and heights. NO MECHANICAL WORK TO BE PERFORMED UNTIL CONTRACT INFORMATION IS SUPPLIED AND LICENSE VERIFIED. See file for PW review sheet. Roof : Stories : Residential Units : Electrical License No : 18622 Plumbing License No :18989 Mechanical License No : Company :S.R.T. ELECTRIC CO Company :Peppel Enterprises, Inc. Company : Expiration Date : 2/28/2001 Expiration Date : 8/16/2000 Approval : Approval : Expiration Date : Approval: (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Coloratlo and to the Zoning Regulatlons and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) fhe building auihorized is suspentled or abantlonetl for a period of 120 days. (3) If this permif ecpires. a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be matle in the original plans antl specifications and any suspension or abandonment has not exceetletl one(7) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill chan9e the natural flow of wa[er causinq a d2inage problem. (5) Contractor shall notify the Building Inspedor hventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of ihe job. (6) The issuance of a pertnit orthe approval of drewings and specificatlons shall not be construed to be a pertnit for, nor an approval of, any viola[ion of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector ~ Littleton: (303) 791-3420 FAX (303) 470-0733 , wC. Golden: (303)279-8204 : 4990 Mclntyre Street TOLL FREE 888-279-8204 Golden, CO 80403 FAX (303) 278-1832 SOLD _ . . _ _ . - . . SHIP TO TO 7m7777 GREEN ACRES ON LINE www.greenacresnursery.com E-MAIL gacres@rmi.net OUR ACCOUNT . . . D. . TERMS t . ~..,1~ . i _F... . . _ i ~ . . . . ~ . . ~ . . . . ~ ~ rS[ _ . ,5: REC. BY: DATE: - - COMMENIS: ~ 4i 4{ Li]CEI CITYWIDE ENTERPRISES INC Concrete Contractors November 10, 1999 Mr. Martin Orner Economic Debelopment City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80215 Dear Martin: Per our conversation of this AM, and your follow-up call, after your meeting with Mr. Alan White, you will find the following included: 1. A copy of the paid receipt from Gre order placed today for thirty-five trees (Dense, pyramidal habit with Height: 12-15' Spread: 6-8') This by Bill Cassel, City of Wheat Ridge scheduled to be delivered November end of November 1999. en Acres Nursery of the (35) #5 Blue Point Juniper distinctive blue-green foliage. was one of those reconrtnended Forestex. These trees are 18, 1999 and planted by the 2. A site plan showing placement of said Blue Point Juniper Tree. 3. A Five Hundred dollar t,$504-t6GJ.check for the City of Wheat Ridge to hold. Thank you for your assistance on this matter. ~ Eileen Valentino Citywide Enterprises, Inc. • 12951 West 43rd Drive • Golden, Colorado 80403 9 303-277-9445 0 Fax 303-277-0538 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Notice ~ Job Located at IZ 01,54 ps- 1/_-7 A-> I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State Iaws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date inspector for Building Dept DO NOT REMCSVE THIS TAG FORM WRB-22 L J c n. r a 6 rJ t BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at l.? 951 W. 3 I have this day inspected this structure and these premises and have found the following violations of CiTy and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date FORM WR6-22 ~ ♦ Alno~ )/TPCf ifN ✓1 iiu~ .'i.G r~f/ /if5. DO NOT REMOVE THIS TAG BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Job Located at lZ~S1 U', yS Z~~ 1 have this day inspected this structure and these premises and have found the following violations of Ciry and/or State laws gov- erning same: Correction Notice You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector for Building Dept. 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VO ~ 0 ~ O ~ N a 0 ~ m n M O' N w Q' N ~ O 'h w N N K ~ 0 ~ ~ N w ~ ~ Y ~ Z N- ~ ~ ~ ~ ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF VVHEAT RIDGE Date :'7- 2l- 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : Property Address 2-9 S/ /R7 oel-3 e29 '~I'+`l✓`I Phone : 363 -/Z Z -082 / Contractor License No. : 19'7 Company : i.L.<- , Phone : 363 - ~zz OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinar!~,of workynder this permit. (OWNER)(CONTRACTOR) Description : 7c~ }~/~pL> Q _z ~ G1J~iyaCNO+cs~ Ko Egs_;9e°k~f'I_,~ii~ Approval: Zoning : fIp Construction Value : 6116 Permi Fee : W 3-/, / S OA-+ L-`ll// Z . Z o se ax : 72-f 6-il Total: Use : ~2Z5• JJ BUILDING DEPARTMENT USE ONLY ~v-44 ~ Sfl?r~~~r~✓ta- rG,ca9.v~ti_.~ APProval: ~ r - ~ 5~ 1~cC~cc.t~v ~.~J• rcv,cw r~ . ApProval : Occupancy : Walls l Roof : Stories ! 1po4 Sq. Ft. : 2-4-0(7 p nits : Electricai License No :;~p'L Z- Plumbing License No Mechanical License No : Company : 5 Q'r Ej-LC+ Company : WjA Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accortlance with the provisions set forth in yopur appliwtion and is subjec[ to ihe laws of Ne State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colo2do or any oNer applicable ortlinances of ihe City. (2) This permit shzll expire N(A) Me work auNOnzed is not commencetl within sixty (60) tlays trom issue date or (B) the builtling au[honzed 'is suspendetl or abantloned for a penotl of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-haltNe amount normally requireq provitled no changes have been orwill be made in the original plans antl specifications and any suspension or abandonment has not ezceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change Ne natu2l flow of water causing a dreinage pro6lem. (5) Cont2ctor shall naUry the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection pN before proceediing with successive phases of ihe1'ob. (fi) The issuance of a pertnit ar Ne approval of tl2wings antl specifications shall not 6e consWed to be a permit for, nor an approval of, any violaGOn of the provisions ofthebuildinq,eodgsoranyotherortlinance,law,ruleorregulalion. . PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 13 Applicant Oun,)r.1 vGt rA<1V1d Phone Location of Construction \Z`l5 ( ~DtL. l Lerr 'Ze ~ ~ Purpose of Construction RICAQOAI~ Building Permit Value AgJ (900 Single Family _ Commercial _Y, Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $50.00 $ ~ 5 ~ (for document processing) Single Family Residential Review Fee: $25.00 $ ` (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control plan). $Z, OO Subdivision Improvement Agreement Fee: $125.00 $ (for document processing and recording) Development Covenant Fee: $125.00 $ -o - (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Review Fee: $100.00 o" (for document review and processing) Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) $ 5S6, Oo PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REOUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. 1 Signature of Applicant55,5 Date _ /7 ( oF W~ T DEPARTMENT OF PUBLIC INORKS BUILDING PERMIT APPLICATION REVIEW n~CORPQO Date: 1 °l-9 _ Location: I Zr15( ti• Q'~JQD t. ~?is ~ Attention: Building Department ~ I have reviewed the attached materials submitted in application for approval of a lictL f Y1os~ at the above referenced address. Please note the summary comments below. 1_ ~ Boundary Closure: ~ OK Not OK; refer to stipulations. 2. % Drainage: - a. Drainage plan and report needed b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division d. Site drainage/grading provisions have been reviewed and aze: ✓ X OK _ Not OK; refer to stipulations. 3. _ NPDES Permit Required: _ Yes _ No 4. ✓ Public Improvements a. street paving needed: Yes J~ b. _ curb and gutter needed: Yes K c. sidewalk needed: Yes X d. street lights needed: Yes ~ e. storm sewer needed: Yes ~c f. letter of credit required: Yes ~c If a l etter of credit is required, for what improvem ents? _ No No No No No No Amount of letter of credit: 5. ~ Subdivision Improvement Agreement required: Yes 7c No 6. Development Covenant required: Yes x No If Yes, for - - 7. ~ Traffic impact analysis and report required: Yes ww No 8. ✓ State Highway Access Permit needed: Yes -x No 9. ✓ New roadway or alley R.O.W. dedication recommended: Yes ~ No If yes, what is recommended? - 10 ✓ Ail ' ing dedicated roadways/alleys meet the standards of the City: X Yes No If , w'ch do not and what is requested: - - 11. ~ A P VAL: e Public orks Department has reviewed this request and hereby gives its a r al, subje t to the ab e and/or attached stipulations. 1,3 I q9 Sign ure g Knudson Date 12. _ NO PR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson Date 13. '---~Stipulations attached: . Yes ~ No 14. _ Summary Comments: L~~ cnvrzwernerTT-- A5 p u ~S c st.~c. 1 A G ~J 2 G. . JQN -DV..,n~c. rowI ~c. un0 thccx- e-rrar-oe4 ('GQ~.i~Y'2ct ~'rlei. ~ . C~. O. lSSJG^'~GG . b 7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 The Ciry of ~~pF WHEqT GWheat ~ 4rn GRidC'°Zo R aV LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE ADDRESS 1Z°ISI 9 Is'[ ZO ~3~ r i-kat. 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 yo have any questions, please contact me at 235-2868. i cerely, Gr g KnUdson, M.P. Development Review cc: File ~ A. Engineer (303) 234-5900 • ADMINISTRATION FAX: 234•5924 • POLICE DEPARTMENT FAX: 235-2949 August 5, 1999 Darin Morgan Codes Administrator City of Wheat Ridge 7500 W.29th Avenue Wheat Ridge, Co 80215 RE: 12951 W. 43rd Drive, Wheat Ridge CO Dear Mr. Morgan: In compliance with #5 of your "Code Correction List" dated August 4, 1999, please be advised of the following: I, Emanuel Valentino, as owner of the proposed buiiding referenced above, understand and intends to comply with the provision that states; No welding or torch work will be performed in the buiiding. Si„ ncerely, ~ anuel Valentino Code Correction List August 11, 1999 Owner: Valentino Builder: Citywide Enterprises Address: 12951 W. 43'tl Ave. Description: New Commercial - 40x60 Office / Warehouse -(second review) 1. When a building is classified as an S-3 Occupancy a sand and oii interceptor is required to be installed. Provide information stated in item 3 of previous list. 2. Relocate backflow device to provide required working clearances for testing. ReGo~z-t~ ~,v~-e~/ ~ea!-s,✓ 3. Have foundation engineer correct perimeter foundation of building to a trench type footing. 4. ' Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator Z~~ Code Correction List August 4, 1999 Owner: Valentino Builder: Citywide Enterprises Address: 12951 W. 43" Ave. Description: New Commercial - 40x60 Office / Warehouse 1. The doors in the one-hour occupancy separation wall are required to be one-hour rated assemblies. 2. Refrigerator, furnace and water heater are required to be placed 18" above finish floor to any portion that generates a spark or glow. 3. UBC, Section 311.2.3.1 - a sand and oil interceptor is required for required floor drain, show size, type and location on plans. 4. Label all bay outlets as GFCI protected. 5. Provide a letterfrom the owner stating "no welding will be performed in building and no torch work will be done." 6. Provide a backflow device for building rated for high hazard areas. Show location type required working clearances on plans. 7. Provide fire dampers at all duct work that penetrates a one-hour separation wall. 8. The perimeter foundation of building must extend below frost level per soil's report and building code. 9. The valuation of the building will be based on a price per square foot of $20.25 for type V-N construction as stated in the City of Wheat Ridge Fee Schedule. The valuation will be computed as follows, 2400 sq. ft x$20.25 =$48,600.00 Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, ~ Darin Mor n Codes Administrator 0 0 O 6 O C • O t~ ..7 ~ O N U O F V y omoa N O O ttl co O H ~ ~0 wi G ~ \ C [.~7U v c L•' v C C \ >1 rn J ~ -N ri O ~ N ~ O W ~ a o~ A v U W a~ a '.a A - v W ri ~ ~ N O v 1 TS N y C RT y ~j F] }i ~ O C O ~ > ~ 'O U 3 -i • • N h N • y.! ry a v w C e~ N w ~ O W ~ L SI >r Z: o d' O ~ m y o N 3~ u ~ ❑ ~ " A o m ~ ~ a I ro' TY. Q 4 ~ ~Y \ O ~ o ~l W \ ~ -9J. O 'm T1 n ay b AL al ~ ~ ~ 7 ~ U ~ 00 ~ 3 q N 67 ~ Q v ~ m c➢ ~ 0 3 N ~a m O ro N ~V O 0 U 0 ~ h N C 0 m ~4 N W m h O >1 1J G ~ O U v ~ 0 ~ ~ ~ ~ O E H z r-i W ~ Q W Q a x O I s y ~ 0 0 C 72 ~ ~ ~ a ~ E m ~ ~ i F ~-I z° m ~ Y c ^u ° s ~ ~ = " ' o y a v 'v • : v o c ~ u ~ . ~ ~ a tb ~ ^ (y ~ N a a m m,a? Y v m.. ' a ~ a'w ~ o a d y ~ o ~ o w G N ~y _ c II~ ' b li CO U> p .4 o ^J 3 O~ O W - e> 2 ^ u~ y°~ U • O' m~ p T C O m G°~ v T r~n R ~ ~ ^ O72 O . . 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" Q ^ i o E 3 a rt a ~ ~ ~ w ~ •v. v ~'~l ~ - v ~~q°'.''.. ~ C y.° = ' o . ~i ~ ~ W N ~ v' v ia rl Q a vi o~ U o ~ E d Q' . a . p. = " ° ^ . y ~ w - " e i L 3 ~ odd ~a i - zl °m .c o au x v°o 3 i ~.v a. .~a Sa N v G F o y.~ °u ro~ a y U~ ' a 7! m Ed ~ U . ~ v ~ W ~ H~ ~ w..°j `d cs ~ t+ v G ~ ~ ~ y~ z \ N y m ry L O Y r c~ . . p O G 4~>, op ~ 1~ L ^J ❑ 4~ " w c0 > 33jAa 1N3OWf1o0e31H1S q ~ a Q U 0 cC E ~ T L ~ f3 ,Y ' v U z U a . oa T v ~ ~ 75 .,i 75 M ri tv W .N ~ ~w ^ O n Z)) c~n C v ~ ~ o y ~ U1 f 3ti n ~ C 3 n ~ ~ fi a 12951 W. 43rd Drive 12 wO C rn)IOa ntorJ t3 ro u~ A) :5-~~tje `8 -t~ ELEvATIoN sr- z « y2r = r • 1Y `/a4,9- l'o~-aPS ,T- ~owi'~c~'re~ 6enJerB~e~ ~cTc~2~ Cc~ors ~e~ m2/JctYac~✓~'/ ~ 0 i N ~ --t 12951 W. 43rd Drive ~ ~ EVAI ION EPA 4 * w~ (?I1aa#wajL) 'b roG%a 5~~~ ELEVATION ,ro " "t"- 5c a~e = ! ~ 12951 W. 43rd Drive 0p1.ot3 oa+vi?cei-e~~ GeN~r2~~ tqefce2e- eoLo,~s T>e.,r /NawtJ~g-dcere-r CoLo✓' CgujrQe-_ ~ O 1 N ~ ~ 12 E'Ab 4'r 12951 W. 43rd Drive LEVAI I ON \ O ~ n N n ~ ~ ~ ~ ~ I Y F fr` T ~v 5 ~ - k c C ~ w, ~ r r~ ~ o ~ ~ u+ + ; ro ~ F _ N P N 13 m ~4- Z s w ~ N ~ N_ ~ ~ 0 ~ n N r P N ~ 7F ~ ~ ~ ~ R ~ P %A ~ ro th f 1- ~ ~ o, ~ z y - O ~ - e 1 b ~ 4.r W_ . 2 ~ P p : + 1 ~ F P r ~ ~ N Z m ~ ~ L ~c Iv w ~ N ~ o ~ n ~ N R ~ P u ~ m ~ ~ ~ N n ~ ~ o, GEOTECHNICAL ENGINEERING REPORT PRE-ENGINEERED METAL BUILDING WEST 43RD DRIVE AND WEST 44T" AVENUE WHEAT RIDGE, COLORADO TERRACON PROJECT NO. 25995127 May 20, 1999 Prepared for. Citywide Enterprises 12050 West 52"d Avenue Wheat Ridge, Colorado 80033 Attn: Manny Valentino Prepared 6y: Terracon 10625 West I-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: 303-423-3300 Fax: 303-423-3353 11'erracon Form 101-L87 May 20, 1999 Citywide Enterprises 12050 West 52"' Avenue Wheat Ridge, Colorado 80033 Attn: Manny Valentino Re: Geotechnical Engineering RepoR Pre-Engineered Metal Building West 43`d Drive and West 44'" Avenue Wheat Ridge, Colorado Terracon Project No. 25995127 lrerracon 10625 W. I-70 Frontage Roatl Nohh Suite 3 Wheat Ridge, Coloratlo 80033 (303) 423-3300 Fax: (303) 423-3353 Terracon has compieted geotechnical engineering exploration for the proposed building to be located near the intersection of West 43`d Drive and West 44`h Avenue in Wheat Ridge, Colorado. This study was performed in general accordance with our proposal number D2599155 dated Aprii 16, 1999. The results of our engineering study, inciuding the Boring Location Map, Iaboratory test results, Logs of Borings, and the geotechnical recommendations needed to aid in the design and construction of foundations and other earth connected phases of this project are attached. The subsurface soils at the site consisted of a clay fill with varying amounts of sand, claystone fragments and gravel, and native sand with varying amounts of ciay, silt, and gravel. Underlying the subsurface soils, claystone bedrock was encountered in all the borings to the full depth of the exploration. The information obtained by geologic survey and the results of field exploration and laboratory testing completed for this study, indicate that the soils at the site have a low expansive potential. The soils at anticipated foundation bearing depth have low to moderate load bearing capability. ' Based on the geotechnical engineering analyses, subsurface exploration and laboratory test results, we recommend that the proposed building be supported on a spread footing foundation system. Slab on grade may be utilized for the interior fioor system provided that care is taken in the placement and compaction of the subgrade soil. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. Arizona 0 Arkansas N Colorado E Georgia 0 Idaho 0 Illinois 0 lowa 0 Kansas 0 Minnesota 0 Missouri E Montana Nebraska N Nevada 0 NewMexico E Oklahoma 0 Tennessee 0 Texas N Utah 0 Wisconsin E Wyoming Quality Engineering Since 1965 Geotechnicai Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services, please do not hesitate to contact us. Sincerely, TERRACON Prepared by: ~GvWii- GL. /✓7G~Jdri..aJ=.+' Laura A. MacDonald, P.E. Project Manager Copies to: Addressee (3) GeotechnicalEngineering Report TeRacon Citywide Enterprises Terracon Project No. 25995127 TABLE OF CONTENTS Page No. Letter of Transmittal ii INTRODUCTION .......................1 PROPOSED CONSTRUCTION .......................1 SITE EXPLORATION .......................2 Field Exploration .........................2 Laboratory Testing .........................2 SITE CONDITIONS .......................3 SUBSURFACE CONDITIONS .......................3 Geology .........................3 Soil and Bedrock Conditions .........................4 Field and Laboratory Test Results .........................4 Groundwater Conditions .........................4 ENGINEERING ANALYSES AND RECOMMENDATIONS .......................5 Geotechnicai Considerations .........................5 Foundation System .........................5 Lateral Earth Pressures .........................6 Seismic Considerations .........................7 Floor Slab Design and Construction .........................7 Earthwork 8 General Considerations .........................8 Site Preparation .........................8 Subgrade Preparation .........................9 Fill Materials and Placement .........................9 Excavation and Trench Construction .......................10 Additional Design and Construction Considerations .......................11 Exterior Slab Design and Construction .......................11 Underground Utility Systems .......................12 Corrosion Protection .......................12 Surface Drainage .......................12 GENERAL COMMENTS .....................13 iv Geotechnical Engineering Report Terracon Citywide Enterprises Terrecon Project No. 25995127 TABLE OF CONTENTS (Cont'd) Figure No. BORING LOCATION MAP ...........................................................................................1 APPENDIX A: LOGS OF BORINGS APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES v GEOTECHNICAL ENGINEERING REPORT PRE-ENGINEERED METAL BUILDING WEST 43RD DRIVE AND WEST 44T" AVENUE WHEAT RIDGE, COLORADO TERRACON PROJECT NO. 25995127 May 20, 1999 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed project to be located near the intersection of West 43rd Drive and West 44'h Avenue in Wheat Ridge, Colorado. The site is located in the northwest quarter of Section 20, Township 3 South, Range 69 West of the 6th Principal Meridian. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • subsurface soil and bedrock conditions . groundwater conditions . foundation design and construction . lateral earth pressures . floor slab design and construction . earthwork . drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION Based on information provided by Citywide Enterprises, the proposed project wili include the construction of a pre-engineered, slab-on-grade steel building approximately 2,400 square feet in size. Wall and column loads are assumed to be approximately 2 to 3 klf and 30 to 50 kips, respectively. Final site grading pians were not availabie prior to preparation of this report. Ground floor level is anticipated to be near existing site grade. Geotechnical Engineering Report Citywide Enterprises Terracon Project No. 25995127 SITE EXPLORATION Terracon The scope of the services performed for this project included site reconnaissance by an engineering geologist, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: A total of 3 test borings were drilied on May 6, 1999 to a depth of about 15 feet below existing site grade at the locations shown on the Boring Location Map, Figure 1. The three borings were drilled within the footprint of the proposed building. All borings were advanced with a truck-mounted drilling rig, utilizing 4-inch diameter solid stem auger. The borings were located in the field by the client. Elevations were taken at each boring location by measurements with a hand levei from the temporary bench mark (TBM) shown on the Boring Location Map. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. Continuous lithologic logs of each boring were recorded by the engineering geologist during the drilling operations. At selected intervals, sampies of the subsurface materials were taken by driving ring barrel samplers. Penetration resistance measurements were obtained by driving the ring barrei into the subsurface materials with a 140-pound hammer faliing 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in each boring at the time of site exploration and 1 day after drilling. Laboratory Testing: All samples retrieved during the field exploration were retumed to the laboratory for observation by the project geotechnical engineer, and were classified in accordance with the Unified Soii Classification System described in Appendix C. Samples of bedrock were classified in accordance with the general notes for Rock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Logs of Borings were prepared and are presented in Appendix A. Laboratory test results are presented in Appendix B, and were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable ASTM, local or other accepted standards. 2 Geotechnical Engineering Report Terracon Citywide Enterprises Terracon Project No. 25995127 Selected soil samples were tested for the following engineering properties: • Water content . Exoansion . Dry density . Grain size • Consolidation . Plasticity Index SITE CONDITIONS The site is currently in the process of being developed for commerciai and/or industrial use. According to the client, the site was previously a gravel pit, which was backfilled approximately 15 to 20 years ago. The site is bounded on the north by West 44'h Avenue, on the east and west by other lots which are currently under development, and on the south by West 43`d Drive. The ground surface was generally graded relatively flat, and was firm and smooth. Site drainage was generally in the form of surface sheet flow directed to the east. SUBSURFACE CONDITIONS Geology: Sufficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) ('Van Hom, 1972), consist of the Post-Piney Creek Alluvium of Holocene age. Also mapped in this area are areas of artificial fill. The alluvium materials generally consist of silty cobbly gravel and coarse sand. The aliuvium is generally on the order of 5 feet in thickness. Bedrock underlying the surface units consists of the Denver formation of Paleocene and Upper Cretaceous age. This formation in the area has been reported to include silty ciaystone and sandy siltstone, interbedded within lenticular beds of tuffaceous sandstone and pebble conglomerate. The finer-grained units within these formations contain montmorillonitic clays that produce high to very high swelling pressures when moisture content is elevated. The thickness of these units has been reported on the order of 300 to 900 feet. Due to the relatively flat nature of the site, geologic hazards at the site are anticipated to be low. However, it appears that the site has been filled, and is in the vicinity of mapped past gravel pits and artificial fill. The site seismic activity in the area is anticipated to be low; and from a structural standpoint, the property shouid be relatively stable. With proper site grading around the proposed structure, erosional problems at the site should be minimal. 'Van Horn, Richard, 1972 Surficial and Bedrock Geo/oglc Map of the Golden 4uadrangle, Jefferson CouMy, Coloredo, United States Geological Survey, Map I-761-A. 3 Geotechnical Engineering Report Terracon Citywide Enterprises Terracon Project No. 25995127 Mapping completed by the Colorado Geologicai Survey (ZHart, 1972), indicates the site in an area of "Low Sweli Potential". Potentially expansive materials mapped in this area include bedrock, weathered bedrock and colluvium (surficial units). Soil and Bedrock Conditions: As presented on the Logs of Borings, surface soils to depths ranging from about 7-1/2 to 12 feet below existing site grade consisted of lean clay fill with varying amounts of sand, claystone fragments, and gravel. Native sand with varying amounts of clay, silt and gravel was encountered below the fill in 2 of the 3 borings. Claystone bedrock was encountered underlying the surface soils and extended down to the full depth of exploration. Field and Laboratory Test Results: Field test results indicate that the clay fill soils vary from medium stiff to hard in consistency. The sand soils vary from loose to medium dense in relative density. The claystone bedrock varies from medium hard to hard in hardness. Laboratory test results indicate that fill subsoils at shallow depth have low expansive potential and low consoiidation/settlement potential. The claystone bedrock is considered to have low to moderate expansive potentiai. Groundwater Conditions: Groundwater was encountered at a depth of about 11 feet below existing site grade in one test boring at the time of field exploration. When checked 1 day after drilling, groundwater was measured at depths ranging from of about 5-112 to 10 feet below existing site grade. These observations represent groundwater conditions at the time of the field exploration, and may not be indica6ve of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Based upon review of U.S. Geological Survey Maps, (3Hiilier, et al, 1983), regional groundwater beneath the project area is expected to be encountered in unconsolidated alluvial deposits on the site at depths ranging from 5 to 10 feet below present ground surface. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, inciuding hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. 'Hart, Stephen S., 7972, Pofentially Swelling Soil and Rock in the Front Range Urtan Corridor, Colorado, Colorado Geological Survey, Sheet 2 of 4. 'Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to WaterTable (1976d977) in the Greafer DenverArea, Front Range Urban Corridor, Colorado, United States Geological Survey, Map I-856-K. 4 Geotechnical Engineering Report Terracon Citywide Enterprises Terracon Project No. 25995127 The possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. ENGINEERING ANALYSES AND RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction. However, approximately 7-1/2 to 12 feet of fill was encountered in the borings driiled at the site. We do not possess any information regarding whether the fill was piaced under the direction and observation of a geotechnical engineer. Based upon the field penetration resistance values, in-situ dry densities, and the laboratory consolidation test data, it is our opinion that the existing fill can be used for support of foundations and floor slabs-on-grade without the need for removal and/or recompaction. However, the consistency of the existing fiil must be verified prior to foundation and slab-on-grade wnstruction to assess that similar conditions exist across the site with those encountered in the borings. Design and construction recommendations for the foundation system and other earth connected phases of the project are outlined below. Foundation System: Due to the presence of non- to low-swelling soils on the site, spread footing foundations bearing upon undisturbed subsoils, recompacted native soils, and/or engineered fill are recommended for support for the proposed structure. The footings may be designed for a maximum bearing pressure of 2,500 pounds per square foot (ps~. In addition, the footings should be sized to maintain a minimum dead-load pressure of 800 psf. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. In order to maintain the minimum dead-load pressure, it may be necessary to design and construct a system of grade beams and isolated footing pads. To maintain the minimum dead-load pressure on footings, a minimum 4-inch void space should be provided beneath the grade beams between footing pads (if utilized). Exterior footings should be placed a minimum of 36 inches below finished grade for frost protection and to provide confinement for the bearing soils. Interior footings should bear a minimum of 12 inches below finished grade. Finished grade is the lowest adjacent grade for perimeter footings and fioor level for interior footings. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equai total settlement is recommended; however, proportioning to relative constant dead-load pressure wili also reduce differential settlement between adjacent footings. Total settlement resulting from the assumed structural loads is estimated to be on 5 Geotechnical Engineering Report Terracon Citywide Enterprises Terracon Project No. 25995127 the order of 1 inch or less. Differential settlement should be on the order of 1/2 to 314 of the estimated total settlement. Additional foundation movements could occur if water from any source infiltrates the foundation soiis; therefore, proper drainage should be provided in the final design and during construction. If rigid frames are utilized, we anticipate that there could be some lateral thrust exerted to the foundation system. The lateral thrust exerted by the rigid frames to the foundation system can be resisted by a combination of passive pressure exerted by the backfill soils on foundation walls, and friction developed at the base for the footings. Design recommendations are provided in subsequent sections of this report. Alternatively, the foundations can be tied across the span of the frames, at the base, to provide resistance to the lateral thrust. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the fiil and soil conditions encountered differ significantly from those presented in this report, supplementai recommendations will be required. Lateral Earth Pressures: For soils above any free water surface, recommended equivalent fluid pressures for unrestrained foundation elements are: • Active: Cohesive soil backfiil (on-site clay) 50 psf/ft Cohesionless soil backfill (on-site sand or imported fili) 35 psf/ft On-site bedrock materials ....................................................not recommended for use . Passive: Cohesive soil backfill (on-site clay).......... Cohesionless soil backfill (on-site sand).. Shallow foundation walls Shallow column footings 250 psf/ft 300 psf/ft 300 psf/ft 300 psf/ft . Adhesion at base of footing 1000 psf Where the design includes restrained elements, the foliowing equivalent fluid pressures are recommended: 6 Geotechnical Engineering Report Citywide Enterprises Terracon Project No.25995127 . At rest: Cohesive soil backfill (on-site clay) Cohesionless soil backfill (on-site sand) On-site bedrock materials Terracon 65 psf/ft 50 psf/ft .................not recommended for use The lateral earth pressures herein do not include any factor of safety and are not applicabie for submerged soils/hydrostatic loading. Additional recommendations may be necessary if submerged conditions are to be included in the design. Fill against foundations should be compacted to densities specified in Earthwork. Claystone should not be used as backfill. Compaction of each lift adjacent to walls shouid be accomplished with hand-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures which could result in wall movement. Seismic Considerations: The project site is located in Seismic Risk Zone I of the Seismic Zone Map of the United States as indicated by the 1997 Uniform Building Code. Based upon the nature of the subsurface materials, Soil Profile Type, Sc, should be used for the design of structures for the proposed project (1997 Uniform Building Code, Table No. 16-J). Floor Siab Design and Construction: Non-expansive, or only low expansive soils or engineered fill will support the floor slab. Some differential movement of a slab-on-grade floor system is possible should the subgrade soils become elevated in moisture content. To reduce potential slab movements, the subgrade soiis should be prepared as outlined in the earthwork section of this report. For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or engineered fiil consisting of on-site soils. A modulus of 200 pci may be used for floors supported on non-expansive imported fili meeting the specifications outlined below. Additional floor slab design and construction recommendations are as follows: . Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. . Control joints should be provided in slabs to control the location and extent of cracking. . Interior trench backfill placed beneath siabs should be compacted in accordance with recommended specifications outlined below. 7 Geotechnical Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon . If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab. . Floor slabs should not be constructed on frozen subgrade. . Other design and construction considerations, as outiined in the ACI Design Manual, Section 302.1 R are recommended. Earthwork: Generel Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fiils on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. Site Preparation: Strip and remove existing vegetation, debris, and other deleterious materials from proposed building area. All exposed surfaces should be free of mounds and depressions which could prevent uniform compaction. Stripped materiais consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after completion of grading operations. If it is necessary to dispose of organic materials on-site, they should be placed in non-structural areas, and in fili sections not exceeding 5 feet in height. All exposed areas, once properly cleared, should be scarified to a minimum depth of 8 inches, conditioned to near optimum moisture content, and compacted. Although evidence of soft fills or underground facilities such as septic tanks, cesspools, basements, and utilities was not observed during the site reconnaissance, such features could be encountered during construction. If unexpected soft fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. 8 Geotechnical Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon Depending upon depth of excavation and seasonal conditions, groundwater may be encountered in excavations on the site. Pumping from sumps may be utilized to control water within excavations. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively stable. However, the stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. Subgrade Preparation: Subgrade soils beneath interior and exterior slabs should be scarified, moisture conditioned and compacted to a minimum depth of 8 inches. The moisture content and compaction of subgrade soils should be maintained until slab construction. Areas of soft or loose soils may be encountered at foundation bearing depth after excavation is completed for footings. When such conditions exist beneath planned footing areas, the subgrade soils should be removed, replaced, and/or recompacted prior to placement of the foundation system. Fiil Materials and Placement: Clean on-site soils or approved imported materials may be used as fili material. Claystone bedrock is not recommended for use as compacted fill beneath interior or exterior floor slabs. Imported soils (if required) should conform to the following: 9 Geotechnicai Engineering Report Citywide Enterprises Terracon Project No. 25995127 Gradation Terracon Percent Finer by Weight (ASTM C136) 6.................................................................. 100 3" 70-100 No. 4 Sieve ................................................50-100 No. 200 Sieve .............................................35 (max) . Liquid Limit ........................................................................................30 (max) . Piasticity Index ...................................................................................15 (max) . Maximum expansive potential .............................................................1.5 ' *Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at about 3 percent below optimum water content. The sample is confined under a 100 psf surcharge and submerged. Engineered fiil should be placed and compacted in horizontal lifts, using equipment and procedures that wili produce recommended moisture contents and densities throughout the Iift. Recommended compaction criteria are as follows: Material Minimum Percent fASTM D6981 Scarified subgrade soils .....................................................................................95 ~ On-site and imported fill soiis: Beneath foundations ....................................................................................98 Beneath slabs ..............................................................................................95 Miscellaneous backfill (non-structural areas) .....................................................90 On-site clay soils should be compacted within a moisture content range of 1 percent below to 3 percent above optimum. On-site sands and/or imported soils should be ' compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. Excavation and Trench Construction: Excavations into the on-site soils will encounter a variety of conditions. Excavations into the clays and bedrock can be expected to stand on relatively steep temporary slopes during construction. However, caving soils, and possibly groundwater, may also be encountered. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to 10 Geotechnicai Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. For this site, the overburden soils consisting of clays can be considered Type B soiis, the sands can be considered Type C soils, and the claystone as "stable rock" when applying the OSHA regulations. OSHA recommends a maximum slope inclination of 1:1 (horizontal to vertical) for Type B soiis and a maximum slope inclination of 1-1/2:1 for Type C soils in excavations of 20 feet or Iess. Flatter slopes may be required if caving soils or seepage is encountered in any excavation. If any excavation, including a utility trench, is extended to a depth of more than 20 feet, it wiil be necessary to have the side slopes designed by a professionai engineer. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Additional Design and Construction Considerations Exterior Slab Design and Construction: Compacted subgrade or existing clay soiis will expand with increasing moisture content; therefore, exterior concrete grade slabs may heave, resulting in cracking or vertical offsets. The potentiai for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potential for damage, we recommend: . exterior slabs be supported on fill with no, or very low expansion potential . strict moisture-density control during placement of subgrade fills . placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements . provision for adequate drainage in areas adjoining the slabs . use of designs which allow vertical movement between the exterior siabs and adjoining structural elements In those locations where movement of exterior slabs must be held to a minimum, consideration should be given to: 11 Geotechnical Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon • Constructing slabs with a stem or key-edge, a minimum of 6 inches in width and at least 12 inches below grade; . supporting keys or stems on drilled piers; or . providing structural exterior slabs supported on foundations similar to the building. Underground Utility System: Ali piping should be adequately bedded for proper load distribution. It is suggested that clean, graded gravel compacted to 75 percent of Relative Density ASTM D4253 be used as bedding. Where utilities are excavated below groundwater, temporary dewatering will be required during excavation, pipe placement and backfiliing operations for proper construction. Utility trenches should be excavated on safe and stable slopes in accordance with OSHA regulations as discussed above. Backfill should consist of the on-site soils or existing bedrock. If bedrock is used, ali plus 6-inch material should be removed from it prior to its use. The pipe backfili should be compacted to a minimum of 95 percent of Standard Proctor Density ASTM D698. All underground piping within or near the proposed structure should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in grade beams should be oversized to accommodate differential movements. Corrosion Protection: Based on our experience, ASTM Type I Portland cement is suitable for all concrete on and below grade. However, we recommend the use of ASTM Type I-II Portland cement for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. SurFace Drainage: Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features which could retain water in areas adjacent to the buiiding or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 5 feet from perimeter wails. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walis. 12 Geotechnical Engineering Report Citywide Enterprises Terracon Project No. 25995127 Terracon Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also shouid be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations which may occur between borings or across the site. The nature and extent of such variations may not become evident until construction. If variations appear, it wili be necessary to reevaluate the recommendations of this report. The scope of services for this project does not include either specificaliy or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generaliy accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. 13 ~ ~ ~ TBM: BASE OF FIRE HYDRANT ASSUMED ELEVATION = 700 FT. 0' APPROXIMATE BORING LOCATION FIGURE 1 BORING LOCATION MAP LOT 28, WEST 43rd DRIVE WHEAT RIDGE, COLORADO PROJECT NUMBER: 25995127 DRANM: MAY 1999 BY: MHB 1 rerracon WEST 43ra uR" , D v a m :3 a x D LOG OF BORING NO 1 . Page 1 of 1 CLIENT Citywide Enterprises SITE PROJECT Wheat Ridge, Colorado Lot 28, West 43rd. Drive SA MPLES TESTS ~ ° DESCRIPTION O ~ ~ ~ e r s ❑ a Z= ~ w oED U ~ } K W ~ ~ F 2 _ = w w~ > tn WF j 2Z WOx < w m ~ a w o a0 OH NO~p cg Approx. Surface Elev.: 100 ft o D z m 3 0 ❑ a DW ~ o 0~ FILL, SANDY LEAN CLAY, some gravel and claystone fragments, very stiff to hard, b i t rown, mo s CL 1 R 12 46/12 16.7 113 +1.1/ 500psf CL 2 R 12 28112 21.7 102 5 7.5 92.5 CLAYEY SAND, trace organics, loose, dark ~ brown, brown, moist to wet - SC 3 R 12 13112 15.4 113 io 13 87 CLAYSTONE, medium hard, gray, moist 4 R 10 50/10 i5 85 15 Stopped boring at 15 feet The stratification lines represent the approximate boundary lines belween soil and rock types: irnsitu, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 5-6-99 WL ~ NONE WD s 8.5 5/7/99 ~ ~ 5 6 L ORING C E e rr ~con CME S5 R A POREMAN WL APPROVED MEA JOB# 25995127 LOG OF BORING NO 2 . page 1 of 1 CLIENT Citywide Enterprises SITE PROJECT Wheat Ridge, Colorado Lot 28, West 43rd. Drive SA MPLES TESTS ° DESCRIPTION ~ O ~ C o ~ N C) z= ¢ o ~ o w ~ F z x = m > m ~w WH Z ~ z w°x 3: 0 U o ~ z ~ O m ~Z 3~ o Z o <nZ= ~ o ~ ~ Approx. Surface Elev.: 100 ft ~ a i o i FILL, SANDY LEAN CLAY, with claystone fragments, some gravel, stiff, brown, moist t t o we CL 1 R 12 26/12 CL 2 R 12 19/12 22.7 100 5 CL 3 R 12 9/12 30.5 89 ~ - 10 12 88 CLAYSTONE, hard, gray, moist 4 R 6 50/6 15 gs 15 Stopped boring at 15 feet The stratification lines represent the approximate boundary lines behveen soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 5-6-99 WL ~ NONE WD s 10 5/7/99 ~ r L 5 6 ORING CO ED erracon ME SS R A FOREMAN WL APPROVED MEA JOB# 25995127 LOG OF BORING NO. 3 page 1 of 1 CLIENT Citywide Enterprises SITE PROJECT Wheat Ridge, Colorado Lot 28, West 43rd. Drive SA MPLES TESTS o ° DESCRIPTION ~ Z= ~ _ = N m W > ~ N Z WH LL(9 Z J~Q ~ U ~ a O a0 ~ ~ O z ' ~ U NO~ ~ (D Approx. Surface Elev.: 100 ft w o v i Z) z ~ of ~ m 3 0 ~ o a ~ Dcn O o o m L FILL, LEAN CLAY, with sand and claystone fragments, some gravel, medium stiff to tiff b i t very s , rown, mo s CL 1 R 12 35/12 15.8 106 CL 2 R 12 23/12 21.4 92 +.4/ ~ 5 500psf CL 3 R 12 8/12 10 11 89 SAND AND GRAVEL, fine to coarse ~ grained, some silt and clay, medium dense, ' 13 brown wet 87 , moist CLAYSTONE medium hard gray , , , 4 R 6 30/6 is 85 15 Stopped boring at 15 feet The stratifcation lines represent the approximate boundary lines belween soil and rock types: in-situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 5-6-99 WL ~ 11 WD S 5.5 5/7/99 1 r 5-6-99 PLETE ING C D BOR erracon R G CME 55 AL FOREMAN WL APPROVED MEA JOB # 25995127 a ~ 0 u z 0 U 6 ll K W r a u N J ~ W 0 m D v ~ m :3 Q x co 12 10 8 6 4 0 z ¢ 2 ~ ~ ~ i Ol _2 -4 -6 _g 100 1000 10000 100000 STRESS, psf ° Specimen Identification Classification Yd MC% o • 1 2.0 SANDY LEAN CLAY FILL 113 17 , c~ z 0 U Q ll K W F ' a ~ m Q SWELL/CONSOLIDATION TEST N Project: Lot28, West43rd. Drive o Irerracon Site: Wheat Ridge, Colorado o Job 25995127 U ~ Date: 5-20-99 12 10 8 6 4 0 z ¢ 2 ~ ~ ~ -4 -6 _g 100 1000 10000 100000 STRESS, psf o Specimen Identification Classification Yd MC% 0 3 4.0 FILL, LEAN CLAY wlsand 92 21 ~ i O U ¢ ¢ ¢ W F ' n ~ m = SWELL/CONSOLIDATION TEST < Project: Lot28, West43rd. Drive o = Irerracon Site: Wheat Ridge, Colorado o Job 25995127 U ~ Date: 5-20-99 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 z 1.5 1 4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200 100 95 90 85 80 75 70 65 f- x 2 S 60 w ~ m 55 ~ w 50 z ~ ~ 45 z w ~ 40 a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.0 01 GRAIN SIZE IN MILLIMETERS • 1 9.0 CLAYEY SAND SC 45 19 26 m „ Specimen Identifcation D100 D60 D30 D10 %Gravel %Sand °/aSilt %Clay ~ • 1 9.0 19 0.211 5.3 51.2 43.5 z 0 U ¢ ¢ tt W F ' a u GRAIN SIZE DISTRIBUTION Project: Lot28, West43rd Drive Irerracon Site: Wheat Ridge, Colorado z ~ Job 25995127 c~ ~ Date: 5-20-99 GRAVEL SAND SILT OR CLAY COBBLES coarse fine coarse medium fine Specimen Identifcation Classification LL PL PI Cc Cu N Y u1 N ~ ~ V R < E m C6 C C ~ E z E = ~ E - a m ~ o o a O1 q ~ 0 3 N o d N . O N ~ ~ T L R ~ 3 a . L 01 u N my ~ N C d C UI 6 0 C O U U 6 0 v U ~ ~ ~ N d N 0' O ~ E 0 E E ~ m m ~ t d V d y ~ N c a i ~ E E ~ E d ' E `o d ~ t N ~ X OI N N y c N Y. m E ` ~ ~ a o c Q E a ~ v ^ c Lo = o y W rn v~i 0 W a) U a' p p o 2 : N tJJ 0 P: O o ` ~ m rn ~ Q Q Z m= o o`o E lyJ M H o x V o o ~ d ~ V c W ~ rn rn oO F- W Z w W 0 W S N ~ Li L N ~ ~ N E E y U ~ a ` ae v O O 2 C X X N J ' ' r a0 r n r O N O o n a~ o v ~ ~ ~ y ~ E o wwn ~ ~ ~ ~ c ma r~ LL ~ J J N '~O '~O 0 Nw 'N W Q J 3 'O 'O 'O T ~n ~ N N N N r N > m m u~ y v y d nnE.o ? 3 c r rv ~n <n 0 c o o'~ Z` N ~ cv ni m N U U cq o> m c ~ :c o - U m C ~(V t7 V'N O d a ~ c o ~ a o ~ U N ~ m o M po ~ Q y N ~ C O d _ O ~ d 0 c o- o ~ ~ ~ 3 v -O c o c a a ~ U J J U _I J J _I ~ p d y~ C C V y~ U U tq U U U U m • p y % d-p 'F, 17, m A d ~ o ~ a C ~ E U ya i p w (noOZ) 70 • ~ a~'i U~-ova m~ Z ~ c t~~ N_ m m m ' d~ N V Ol V W (V V L L C O~'O II ~ . O r~ m(n (n L= N-__ N C C C O O O 9 N U O O N YI N N N U O C C C ~ a C C O O O . pJ p . G • d N N n ~ a O p~~UUU a c~ m Z o s m cn U DIDID o l x Z ~ 0 ~D 0 U 0 0 ~ Y E th (V N in _ O O ( M W N d N i ~ N N ~ U a d ~ ~ c 0 N Y m v a N a U R W W u 0- ' Z, fa a Z' ~ o y a p 0 ~ ~ 2 m 5 a1O~ ~ . v~= E U z s LL a h o g ao oi N - R ~ N a ix E ` 0) 0) W W N = ^ E ~ e > . w I- ~ N ~ O ~ ~ " l7J . d Z M o ~ 'o o 5 n v~a ~ ~ W , F m(61-~ a W J~ 0 ~ ~ -y m N m (V ~ N Q N a = d C) ao J w c.i z t : ~ O a J v c v = p J ~ rn F- O' o F- ~ e ~ H 0s y=Q ~ o C ~ m a y e~ n O . ~ Q • 3 ~ ' o' ~ oa ° rn ~c o d w a c0 a 0 ~ N C N • ~ ~ q U G. ~ m ~ Q Q " y a v a .O C ~ d L6 O U y ~ ¢ I ~ I~ d R Q Q N V N J J N U (J U N N y V ~ m 2 a ~ N C > n~ O W N N C ~ a C C y 0 0 N 11 II >a zz ' r Z N t h ~ J~ y 0 p7 W O 0.' U~c\ici Z D ~ ~ m ~ a X n DRILLING AND EXPLORATION DRILLING & SAMPLING SYMBOLS: PM : Pressure Meter AS : Auger Sample PS: Piston Sample BS : Bulk Sample R: Ring Barrell - 2.42° I.D., 3° O.D., unless othenvise noted DB : Diamond Bit = 4", N, B RB : Rock Bit DC : Dutch Cone SS : Split Spoon -1" I.D., 2" O.D., unless otherwise noted FT : Fish Tail Bit ST : Thin-Walled Tube -2" O.D., unless othervvise noted HA : Hand Auger WB : Wash Bore HS : Hollow Stem Auger WS: Wash Sample PA : Power Auger Pen etration Test: Blows per foot of a 140 pound hammer falling 30 inches on a 2-inch O.D. split spoon, except where noted. WATER LEVEL MEASUREMENT SYMBOLS: AB : After Boring WD : While Drilling ACR : After Casing Removal WL : Water Level BCR : Before Casing Removal WS : While Sampling DCI : Dry Cave in WCI : Wet Cave in Water levels indicated on the boring logs are the levels measured in the borings at the time indicated. In previous soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate detertnination of groundwater levels is not possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Soil Classification system and the ASTM Designations D-2487 and D-2488. Coarse grained soils have more than 50% of their dry weight retained on a#200 sieve; they are described as: clays, if they are plastic, and siits if they are slightiy plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse grained soiis are defined on the basis of their relative in-place density and fine grained soiis on the basis of their consistency. Example: Lean clay with sand, trace gravel, stiff (CL); silty sand, trace gravel, medium dense (SM). CONSISTENCY OF FINE-GRAINED SOILS: RELATIVE DENSITY OF COARSE-GRAINED SOILS: Unconfined Compressive N-Blows/8. Relative Density Strength, Qu, psf Consistency 0-3 Very Loose <500 Very Soft 4-9 Loose 500 - 1,000 Soft 10-29 Medium Dense 1,001 -2,000 Medium 30-49 Dense 2,001 -4,000 Stiff 50-80 Very Dense 4,001 - 8,000 Very Stiff 80+ Extremely Dense 8,001 -16,000 Hard GRAIN SIZE TERMINOLOGY RELATIVE PROPORTIONS OF SAND AND GRAVEL: Major Component of Size Range Sample Descriptive Term(s) (of Boulders Over 12 in. (300mm) Components also Present Percent of Dry Weight Cobbles 12 in. to 3 in. (300mm to in Sample) 75mm) Trace < 15 Gravel 3 in. to #4 sieve (75mm to With 15 - 29 4.75mm) Modifer > 30 Sand #4 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES: Silt or Clay Passing #200 Sieve (0.075mm) Descriptive Term(s) (of Components also Present Percent of Dry Weight in Sample) Trace < 5 With 5 -12 Modifier > 12 1 rerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Sym bols and Group Names using Laboretory TestsA arse-greined Is more than % retained on 200 sieve Fine-greined soils 50°k or more than passes the No. 200 sieve Clean gravels less Cu = 4 and t= Cc = 3E Grevels more than than 5°/a fines° E 50°a of coarse Cu = 4 and/or t= Cc = 3 fraction retained Gravels with fnes Fines classif as ML or MH Y on No. 4 sieve more than 12% finesc Fines classify as CL or CH Clean sands less Cu = 6 and 1= Cc = 3E Sands 50°k or more of coarse than 5°k finesE E Cu = 6 and/or 1= Cc = 3 frection passes Sands with fnes Fines classify as ML or MH No. 4 sieve ° more than 12% fines Fines classify as CL or CH PI > 7 and plots on or above "A" linej Inorganic Silts and clays PI > 4 or plots below "A" line~ liquid limit less than 50 Liquid limit - oven dried Organic Silts and clays liquid limit 50 or more Highly organic soils Liquid limit - not dried PI plots on or above "A" line CH Inorganic PI plots below "A" line MH Liquid limit - oven dried Organic <0.75 OH Liquid limit - not dried Primarily organic matter, dark in color, and organic odor PT A- Based on the material passing the 3 inch (75-mm) sieve B- If ield sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name C-Gravels with 5 to 12% fnes require dual symbols: GW-GM well graded gravel with silt GW-GC well-graded gravel with clay GP-GM poorly graded gravel with silt GP-GC poorly graded gravel with clay D -Sands with 5 to 12°k fines require dual symbols: SW-SM well-graded sand with silt ~ Cf) ~ n ~ ~ z 0 X ~ 60 50 40 30 20 Z ECu=D fio/D ,o Cc = (Di o) Dio x Deo SW-SC well-graded sand with clay SP-SM poorly graded sand vrith silt SP-SC poorly graded sand with clay F- If soil contains z 15% sand, add "with sand° to group name. G-If fines classify as CL-ML, use dual symbol GC-GM or SC-SM H-If fines are organic, then add "with organic fines" to group name. I- If soil contains z 15% gravel, add "with gravel" to group name. J- If Attterberg limits plot in shaded area, soil is a CL-ML, siltclay. Group Symbol Group Name GW Well-graded gravelF GP Poorly graded grevelF GM Silty grevelc,", GC Clayeygravel°,c." SW Well-greded sand' SP Poorly greded sand' SM Silty sandG'"'' SC Clayey sandc.".J CL Lean clayK,i,m." ML SIISK,L,M Organic clay Of9201C SIltK,L,M.O Fat clayK.i.M Elastic siltK,L,M Organic clayK.L .M.° Organic siltK,`.M.° Peat K- If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L- If soil contains ? 30% plus No. 200 predominantly sand, add "sandy" to group name. M- If soil contains 2 30°k plus No. 200, predominantly gravel, add "gravelly" to group name. N- PI Z 4 and plots on or above "A" line. O- PI < 4 or plots belaw "A" line. P- PI plots on or above "A" line. Q- PI plots below "A" line. ~ ooooooooooo~ MH or OH ~ I .CL - ML: MLorOL 10 7 4 0 0 10 14 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) ire For classification of fne- greined soils and fine-greined fraction of coarse-greined Equation of "U"-line Vertical at LL = 16 to PI = 7, then PI = 0.9 (LL - 5) Equation of "A"-line Horizontal at PI = 4 to LL = 25.5, then PI = 0.73 (LL - 20) ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro-crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and ciays or any rock containing ciay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(C03)2]. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCOa). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial materiai may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. 1 LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearrng Used to evaluate the potential strength of subgrade soil, Pavement Thickness Rafio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidafion Used to develop an estimate of both the rate and amount of Foundafion Design both differential and totai settiement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundafion Design, and S/ope Stabilify Dry Density Used to determine the in-place density of natural, inorganic, lndex Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Siab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potentia/ electrical currents. R-Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulphafe Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil lndex Property Soil mass. Behavior 11'erracon REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacify element and the supporting material. A/luvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate 8ase A layer of specified material placed on a subgrade or subbase usually beneath siabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontai surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an eniarged Pier or Shaft) base. Sometimes referred to as a cast-in-piace pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surtaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or ciiff. Compaction The densification of a soil by means of inechanical manipulation Concrefe Slab-on- A concrete surtace layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differenfial Unequal settiement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material piaced and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent F/uid A hypotheticai fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases lineariy with depth and the waii friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to expioration of the site. Man-Made Fil!) Existing Grade The ground surtace at the time of field exploration. I REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soii to expand (increase in volume) due to absorption of moisture. Potential Finished Grede The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The Iower part of a structure that transmits the loads to the soil or bedrock. Frosf Depfh The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between otherfoundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by obseivation. Nafive Grade The naturally occurring ground surface. Nafive Soil Naturally occurring on-site soii, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Confenf given compactive effort. PerchedWater Groundwater, usually of limited area maintained above a nortnal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soii structure. Seftlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. I 7500 West 29th Avenue The City Of Wheat Ridge, Colorado sozls Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 ~a~i51 C~. ~3rci I~ July 28, 1999 Mr. Ed Jennings, PE & PLS P.O. Box 200662 Denver, Colorado 80220 Re: Lot'28,' 44 Industrial Park'+- Approval of Final Drainage Report, Grading/Erosion Control Plan Dear Mr. Jennings, This letter is to inform you that the final drainage report, grading/erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: l. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of the Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. Upon completion of the.drainage improvements the engineer, Mr. Ed Jennings, P.E. & P.L.S. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Certificate of Occupancy. 5. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 43`d Drive as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 43`a Drive on a regular basis such that it is free of construction debris and tracking from construction traffic accessing the site. 6. It will be the responsibility of the developer/owner, to provide the necessary testing for subgrade compaction, and other related material tests for those improvements to be constructed within public right-of-way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) 7. Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. ' If y u have any questions, please contact me at 303-235-2868. i erely, , G g ICudson, M.P.A. Development Review Engineer cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer OA116-1ii~:Mo~~az~~ ~odes A John McGuire, City Surveyor James Jacobsen, Eng. Tech II Martin Orner, Eco. Dev./Planner Emanuel Valentino, Developer File 2/99 CITY OF WHEAT RIDGE MATERIALS SAMPLING AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer. Unless othenvise designated, all referenced specifications, standazds or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQLJIREMENTS Ali materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and calibrated. Soil classifications and moisture-density curves shall be provided to the Depariment of Public Works inspector priar to in-place density testing. Materials testing technicians shall fumish copies of failed test results to the inspector promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements aze provided in Table 720-1. All testing procedures, point of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials ManuaL One test is required for arty fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Deparhnent of Transportation Standard Specifications for Road and Bridge Construction. Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, AASHTO M145 sidewalk or pipe trench sidewalk and trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method AASHTO T99 ar T180 1 per import material source determined by soil or materials type Embankment in-place density 1 per 300 feet per lane per 8 Minimum density per soil , Colorado Procedures inch loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil density, Colorado Procedures classification, Section 203.07 Sidewallc subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil density, Colorado Procedures classification, Section 203.07 Pipe trench in-piace density, 1 per 200 feet of trench per 2 Minimum density per soil Colorado Procedures . foot vertical interval classification, Section 203.07 Aggregate base course in- 1 per 300 feet per lane Minimum 95% of maximum place density, Colorado density, T180 Procedures Lime treated subgrade in- 1 per 300 feet per lane No less than 95% of std. dry place density, Colorado density and opt. moisture, Procedures T99 Cement treated base in place 1 per 300 feet per lane Density in accordance with density, Colorado Procedures contract documents, T134 Hot Bituminous Pavement 1 per each HBP grade and Within specifications of asphalt content and gradation Marshall blow specified approved mix design Hot Bituminous Pavement in- 1 per 300 feet per lane per lift 92-96% of maac. density place density, Colo. except Grade F to be 90-956/o, Procedures T209 Concrete compressive 1 per 100 cubic yards PCC pavement, siructural strength concrete, sidewalks and AASHTO Procedures curbing Concrete air content and 1 per 50 cubic yazds PCC pavement, structural slump concrete, sidewalks and AASHTO Procedures curbing n ~ SUNWARD 700 13th Avenue, CORPORAIION S.E. • Jamestown, ND (701) 252-7390 I PERMIT DRAWINGS ~ 58401 ~ ~ ~ a c c C ~ C F C c F c r t 1 2 V y V 3 4 5 1'-2 1/2" 73'-71 75'-0" 15-0" 14'-8" 5 1/2' N \ 0 X-Bracing ~1 ~ ( I I o I Z B~ G D i D D i M ~ In ~ ~ , ~ U F A Lol U j ) e e ) > p I ~ I O I ~ v co n d ~ ~ m nF A le l-l ~ I N I -0 C H i D D E E E E r ~ B L°1 ~ ~ ~ L ( -T ~ _ _ 10._a„ _7 i o V-2 1/2" I.V -11" 15'-0" 15-0•• 14'-8° 5 1/2" D ii v U3 v ANCHOR BOLT PLAN NOTE: All Base Plates @ 700'-0°(U.N.) SHEETING DESCRIPTION ROOF SHEETING 26 GA. COLOR: GA = GALVALUME WALL SHEETING 26 GA. COLOR: SB = BEIGE TRIM COLOR: WH = WHITE v e~F~1qp q = o~ ~a - occ 2317$ ~ O Dia= 3/4" + Dia= 1/2° ~0) 9 D ~ SUNWARD CORPORATION BUYER: REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALEN TINO 7-15-99 DESCR: 40.0x60.0x11.0 2:12 CHECK BY: OS SITE : WHEAT RIDGE, CO 7-15-99 SCALE: NONE P.O.# : G22442 SHEET NO.: A1 OF 3 ia= a~v ,P -u- ~f ~fP F~l F- --1 r~ ~ O I O ~ I 4.. 4~• I + ]2" r L J EW/ I- J 1 1/2" SW 1 1/2•• 1 2 1 1/2" 1 1~2•• See Plon See Plon DETAIL A DETAIL E ia= 3/4" ,P Dio= 3/4" 6•• ,P 0 OfOrP f fP O 6" r O ~ O ~ 4° ~ o I o L~ 4'~ 1O1~„ I- J EW N EW 1 1/2•• \ i z i 1/2° 1 z 1 1/2.. g See Plan DETAIL B DETAIL F 3/4" 5" GENERAL NOTES 3: ~ 7. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED w IN CONCRETE, INCLUDING ALL MASONARY - FASTENERS AND ANCHORS, ARE NOT BY I BUILDING MANUFACTURER. 2. FOUNDAT[ON DESIGN OR ANY OTHER CONCRETE ~ DESIGN IS NOT 8Y BUILDING MANUFACTURER O I O (CONSULT A LOCAL ENGINEER FOR THE DESIGN I 4~~ bF FOUNDATION AND CONCRETE WORK). 3. BASE PLATES ARE DES[GNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. $ 4. BASE PLATE SIZES ARE 3" : 8' UNLE55 NOTED. 1 1 2 1 1/2•~ 5. ALL REACTIONS ARE GIVEN IN KIPS (1000 LBS.) I SW MATERIAL SPECIFICATIONS 1 _2 1 z 1. GIRTS, PURIINS, AND EAVE STRUTS: ASTM A570, GRADE 55. DETAIL C 2, 11 GA. AND 7 GA. WEB PLATE: lia= 3/4" ASTM A570, GRADE 50. ~ 3. .025 AND GREATER WEB PLATE: ASTM A572, GRADE 50. 4. BAR STOCK: - T- ASTM A529, GRADE 50. 5. SHEETING: - ~ ASTM A446, GRADE "E" 80,000 psi. 0 ~ p 6. TRIM: 4" ASTM A446, GRADE °D° 50,000 psi. ~ 7. BRACINQ EHS ZINC COATEO STEEL WIRE STRAND CONFORMING TO: ASTM A475-72a 8. ANCHOR BOLT: 6 7/2,, ASTM A307 OR A36 ROD MATERIAL. N 2 1 1/29. HIGH STRENGTH BOLTS: (USED WFiERE SPEC[FIEO ON DRAW[NG51 ASTM A325 ARE DESIGNED AS BEARING T1PE 7 1/2" CONNECTIONS AND THREADS ARE I NCI U D E D See Plon IN THE SHEAR PLANE IN THE DESIGN OF THESE 80LT5. DETAIL D _ NOTES FOR REACTIONS 1. All looding canditions are ezamined antl only mozimum/minimum H or V antl the corresponding H ar V ore reporied. 2. Positive reactions are as shown in the sketch. Foundation laatls are in apposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The verticol reaction is tlownwarE. 4. Building reactions are based on the following building data: Width (ft = 40.0 Length ( i) = 60.0 Eove Height (ft) = 11.0 11.0 Roo! Slope (rise/72 ) = 2.0 2.0 Deatl Load (pst ) = 2.2 Colloteral Load (pst ) = 0.0 Live Load (psf ) = 20.0 Snow Load (psf ) = 30.0 Wind Speed (mph ) = 90.0 Wind Cotle = UBC 94 Exposure = B Closetl/Open = C Importance = 100 Seismic Zone = 1 S.LOading conditions are: 1 DL+CO+LL 2 DL+WL7 3 DL+WR1 4 DL+WL2 5 DL+WR2 6 OL+WRI+WS 7 DL+NP CONCRETE LINE 1/2" STEEL LINE ~ ~ - PROJ SHEETING NOTCH AND ANCHOR BOLT PROJECTION ANCHOR BOLT SUMMARY - - Total BenE - " Qnt Loc Dia Len Len Pro1", - _ _ (in) (in) (in) mJ ( + 8 DJ 1/2 17.50 7.50 1.50 O 12 EW 3/4 17.50 2.50 2.00 O 16 RF 3/4" 17.50 2.50 2.00 H RIGID FRAME: MAXIMUM REACTIONS ---CoWmn Reactions (k Frm Col Load Hmox V Load Hmin V Line Line Id - H Vmax Id H Vmin 1 D 1 2.7 5.5 2 -1.3 -1.0 1 2.7 5.5 4 -1.3 -1.0 1 A 3 13 -1.0 1 -2J 5.5 1 -2.7 5.5 3 1.3 -1.0 RIGID FRAME: Mnxirnun+ REACTIONS - - - - - - - Column Reoctions (k Frm Col Load Hmax V Load Hmin V Line Line Id H - Vmon Id H - Vmin - 2- D 1 5.1 10.0 4 _ 2.4 _ 2.1 1 5.7 10.0 2 -2.4 -2.1 2. A 5 2.4 -2.1 1 -5.1 10.0 i -5.1 10.0 5 2.4 -2.1 2« Frome l ines: 2 3 4 ENDWALL COLUMN: n+axtn+uM REncTIorvs - - - - - - - - - - - - - - - - - Column Reoctions (k Frm Col Load Hmoz V Load Hmin V Line Line Id ' H Vmaz Id H Vmin 1 C 6 0.9 0.0 7 -0.9 0.0 6 0.9 0.0 1 8 6 0.9 0.0 7 -0.9 0.0 6 0.9 0.0 5 A 6 0.0 -02 1 0.0 7.4 7 0.0 -0.2 s e 6 0.9 -07 7 -a.s -0.7 1 0.0 3.7 7 -0.9 -0.7 5 C 6 0.9 -0.7 7 -0.9 -0.7 1 0.0 3.7 7 -0.9 -OJ 5 D 6 0.0 -0.2 i 0.0 1.4 7 0.0 -o.s BRACING REACTIONS,PANEL SHEAR Brocing (k ) Panei Shear WoII Col Horiz Vert Load ot _Id Itl Rea<M Reactn Base Angle (Ib/ft) 1 0 5 18 D 1 .2 2.1 1.3 H COLUMN LINE Dia= 3/4" Dia= 3/4" I 3 Q w P~i1llllllll(S T ~ p~ REg~j6T I ~ 0 ~ ~ p 10 ~ ~~,o ~QS11A~ dy:t4 0% ~ U a Q ~ zz 4_ ~ _ ` _ ~ oM Ao SUNWARD CORPORATION vo o e W~ BUYER: REGENCY STEEL DRANM BY: LSS 6t.. 6 1/2" CUST : CEI/EMANUEL VALENTINO 7-15-99 ~ 1 1/21 1/2 iW ~ s/ONA ;DESCR: 40.0x60.0x17.0 2:12 CHECK BY: DS 1 1/2^ I SW ~ See Plan SITE :WHEAT RIDGE, CO 7-15-99 1-2 1 2 SCALE: NONE DETAIL H DETAIL G P.O.y : G22442 Sr+EET rv0.: a2 OF 3 GENERAL WALKDOOR ANCHOR BOLT DETAIL 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 1'-0", 2'-0", 3'-0", ETC. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". ~IN T 11- - -11T #II II+ ~ llyz„ 2._9,. 11/2„ SEE NOTE #1 3'-0" DETAIL F 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCR EMENTS STARTI NG AT STEEL LINE. EXAMPLE: 1'-81/z", 2' -81/z", 3'-81/z", ETC. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQU AL MINIMUM E MBEDMENT 2-1 4". FRAMED OPENING 3'-411 4'-4" 6~-411 WIDTH DOOR SIZE 3070 4070 6070 Y 3'-711 4'_7„ 6'_7„ T T yI ~ yI T _ T ~ LEE NOTE #L Y DETAIL J 1) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 91/s". 1'-9'/8,', 2'-91/8°, ETC. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". DOOR SIZE 3068 DETAIL G 1) FIELD LOCATED BY OWNER. 2) USE 1/2" 4 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". - - - - T `t I I = T - - - * ~ ~ WIDTH + 3" ED OPENING DETAILS WALKDOOR ANCHOR BOLT DETAIL t) WHEN FIELD LOCATING WALKDOOR DO SO IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. EXAMPLE: 1'-81/z", 2'-8~/2". 3'-8~/2" ETC. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1 4". 2AMED OPENING 3•_4" 4~-411 6'-4WIDTH DOOR SIZE 3070 4070 6070 X 3'-1 1/2" 4'-1 1/2" 6'-1 1/ Y 3'-7" 4'_7" 6'_7" ~ - - - - ~ ~ I 23~4 , X 23/4 " SEE NOTE #1 Y DETAIL H DETAIL K VERIFY LENGTH AND p~~,m~pe090.° TF . NOTE WIDTH DIMENSIONS ~o 23371 cr ; SOME DETAILS THAT ARE CHECK YOUR ANCHOR BOLT SHOWN MAY NOT APPLY TO SETTING PLAN TO MAKE • S+ °°°°°°~C~~ YOUR BUILDING. REFER TO CERTAIN THAT ALL THE iii`rtrNAL\E YOUR VERIFICATION FOR THE DIMENSIONS SHOWN AGREE OPTIONS THAT ARE INCLUDED. WITH THOSE LISTED IN YOUR CONTRACT. 1) FIELD LOCATED BY OWNER. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS OR EQUAL, MINIMUM EMBEDMENT 2-1/4". ~ : ~ DETAIL I ANCHOR BOLT SCHEDULE ETAIL QTY. DIA. LEN. A B C PROJ. 4 EXPANDED ANCHORS REQUIRED PER WALKDOOR AND/OR H 4 '/2" 33/a' EXPANDED ANCHOR OR EQUAL I 12 1/2" 3-3/4 " EXPANDED ANCHOR OR EQUAL J 4 1/2" 33/4 " EXPANDED ANCHOR OR EQUAL K 12 1/2" 33/4" EXPANDED ANCHOR OR EQUAL SUNWARD CORPORATION BUYER: REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALENTINO 7-15-99 DESCR: 40.Ox60.Ox11.0 2:12 CHECK BY: OS SITE : VrtiEAT RIDGE, CO 7-75-99 SCALE: NONE P.O./f : G22442 SHEET NO.: A3 OF 3 MEMBER TABLE FRAME L INE A MARK PART LENGTH 60'-0" OUT-TO-OUT OF STEEL DJ-1 8C76 10 -2 3 4 4 5 DH-1 8C16 10'-0" 1,_1. 0 73._11, 2 15,_0„ 3 15'-0" 4., E-1 E-2 8C16 14-10 1/2,~ 8C16 14'-11 1/2 E-3 8C16 14-11 1/2 E-4 8C16 14~-10 1/2 J7 J4 Q E 3 L5 I6 E-4 G-4 6.5Z16 15-11" ' ' 9❑ j i E-1 i 16171 i a E-2 i i i o e~ d 2❑ - z❑ ❑ z❑ 67 ❑ ❑ ❑ p E _ G- 5 - 2 3 4 6. SZ 7 6 18 ' " - G-6 -5 1 2 6.5Z16 4 ~ I I I I Mi ~ G-7 6.5Z16 2'-1 3 4" I M I I oe H1 3p DH-t ~ 3❑ OH-1 ap G-4 i ~ G-5 K IG -6 0 ~ 21 0 o CONNECTION PLATES d BA -10 (see note) _ i FRAME LINE A ° - a ID MARK PART a T3 ~ 1 FC-219 BA- 10 ~ ~ 2 FC-136 o - - - - ~ - ° Q6.°. 3 FC-222 i 4 FC-175 M BA-t0 P - 5 FC-4 I --I ~ - I=Oj - c(D I O] ,J 6 FC-68 RF1-3 RF2-3 RF2-3 RF2-3 EC-2 7 ESA-1 8 FC-65 I2'-6°I 10'-0° J2'_ 6"I2•-6"I 10'_o° I2._6 - 9 FC-67 10 A- GIRT ~ ~ FRAMED OPENING LAPS j=p ^ TRIM SIDEWALL FRAMING : LINE A o 1~ MARK PART 1 FTC-14 2 HT-108 3 JTM-108 ETS-10, ETS-74 0 i U I F U F TC-10 O 0 BT-14 SIDEWALL SHEETING & TRIM: FRAME LINE A 0 R£GI~, Pp~ T B 0 LEGEND ~TA q`%i~^F.'pF - Q,.N G S U N WA R D C P OR A TI 0 N RF- RIGID FRAME CL- SPECIAL CLIP F.S. FAR SIDE _ o~ ~9 = ° BUYER:REGENCY STEEL DRAWNBY:LSS GENERAL NOTES: EC- ENDWALL COLUMN FTC- FRAMING CLOSURE N.S. NEAR SIDE --o 7 15 99 ER- ENDWALL RAFTE R T- TRIM O.C. ON CENTER CUST : CEI/EMANUEI VALEN - - TINO At framed openings th e sheeting DJ- DOOR JAMB TR- SPECIAL TRIM ~ STEEL LINE ` Ox11.0 DESCR: 40 Ox60 2:12 CNECK ev: is field cut as required. DH- DOOR HEADER AL- ANGIE A.S. AS SHOWN S JAtA~ y. . . PBA-10 NOTE: (if shown on drawings) G- GIRT A- SPECIAL ANGLE O.H. OPPOSITE HAND ~ r~~ ~ SITE : WHEAT RIDGE, CO PBA-10 is located as shown, one row P- PURLIN FB- FLANGE BRACE TYP. TYPICAL - SCnLE:NONE is at midpoint of bay, two rows is E- EAVE STRUT Ct CENTER LINE U.N. UNLESS NOTED p.o.y : G22442 SHEET NO.: Et OF 7 at 1/3 points of bay. FC- FRAMING CLIP N.A. NOT APPLICABLE CB- CABLE BRACE ~ \ ~ \ \ 0 0 0 0 o o 0 0 0 o o I I ~ I ^ I ~ I ~ I ~ I ~ I ~ o Q p I I I f O O O I I I f ~ BTH-10 MEMBER TABLE FRAME L INE D MARK PART LENGTH 60'-0" OUT-TO-OUT OF STEEL E-2 8C16 14 -71 1 2 2 ~ E-5 8C16 14-10 1/2" " ' 5 4" 4 15'-0" 3 15'-0" 73'-11 1'-1" E-6 G-4 -10 1/2 8C16 14 6.5Z16 15'-11" G-8 6.5Z16 17'-0" ~4 CB-1 5 16" Dia. 15'-4" I6 E-2 E-6 E-5 i 23 -J E-2 i i z3 i i za i ~ O d_ CONNECTION PLATES I I I I I I a0 FRAME LINE D I I Ql ~ ~ ID MARK PART I I Hi ~ I G_$ I i G-8 i ~ G-4 1 FC-175 G-a ~ 2 FC-68 BA -10 (see note) ° ~ 3 ESA-1 - 4 FC-65 5 FC-67 ~,0 i~ 02 T~ B A-10 - - I--- I- -----I ~j I EC-2 RF2-1 RF2-1 RF2-1 RF1-1 GIRT V-~_ ~ V + . . LAPS 1 1 ~ SIDEWALL FRAMING: LINE D ETS-70 ,ETS-14 0 ~ o 0 ~ I I 0 0 I ~ 0 0 I I 0 0 0 I I I 0 0 ~ I 0 0 I ~ 0 0 0 0 I I I i 0 0 0 ~ _I 1 ~ I-J BT-10, BT-14 SIDEWALL SHEETING & TRIM: FRAME LINE D ~ ` ~ ~ ~~~Q~ ~ ~p RFGIsT,, . m ~i SUNWARD CORPORATION BUYER: REGENCY STEEL ORAWN BY:LSS GENERAL NOTES: CUST : CEI/EMANUEL VALEN TINO 7-15-99 At framed openings the sheeting uired IS field C t OS f2 ' i s O DESCR: 40.Ox60.Ox11A 2:12 CHECK BY: . U 9 NA '1 t SITE : WHEAT R[DGE. CO PBA-10 NOTE: (if shown on drawings) , SCALE NONE PBA-10 is located as shown, one row IS Ot midpoint of bay, tW0 fOWS IS P.O.# : G22442 SHEET NO.; E2 OF 7 at 1/3 points of bay. 40'-0" OUT-TO-OUT OF STEEL 13'-0" Q2., I A9 r-- I ~ ro ~ ~ 16 I ~ ~ FF5 I I c-t PBA-10 a ~ (see note) I ~ I L - - - - 14'-0° 0 ~ O ~c-z EC-1 ENDWALL FRAMING: 1 13'-0" 12 I . I I ~ IG-1 IO e❑ - o v ~ ^ I I -10 ~7 a f ~---J o -------J M FRAME LINE 1 PBC-1 G'(5-~~ PBS-7 O GTS- 10 ECS akL - - - ECS_IR ❑ - _ z~ N - _ ~ ~ \ ~ O NN O - ~ ~ d- p a ~ j ~ ~ I p I I I 0 I j ° ~ o p I p ~ ~ ~ OD i BTH-14 ' - - - - - - - - - - _ I ENDWALL SHEETING & TRIM GENERAL NOTES: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. PBA-10 NOTE: (if shown on drawings) PBA-10 is located as shown, one row is at midpoint of boy, two rows is at 1/3 points af boy. If shown at center bay, locate 8" off centerline. E6/s TF` a Oes ~f~,G c U on~'. ~....T~`"a ~4 - ~I0 6 1 O I I - 1 1 G-1 J~ 1 V tl.- I 01..SZ1 6 12 ' - 2 " r a c S'~1 c 1 z'-11 1 /9° 2 3 4 5 6 7 8 FC-50 FC-111 FC-75X FC-112 FC-4 FC-7 FC-54 SUNWARD CORPORATION BUYER:REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALENTINO 7-15-99 DESCR: 40.0x60.0x17.0 2:12 CHECK BY: SITE : WHEAT RIDGE, CO SCALE: NONE P.O.# : G22442 SHEET NO.: E3 OF 7 FRAME LINE 1 9„ Q2'. 72 ~ i a ~ ~ I I O [O EC-2 40'-0" OUT-TO-OUT OF STEEL 72•-3° 14•-0~~ ~ ~ I Al 567 _ - - z 3 ~ G-2 I „ I I ) c, I iG-3 ~ ~G-2 / e❑ i i PBA-10 (see note) 72'-3„ 2 ER12 - - o I ° I G-3 lifol BA-10 ~ p]O ----~[O ~ EC-3 EC-3 ENDWALL FRAMING: FRAME LINE 5 PBC-1 P8S-t CTS-10 ~ ECS- I I ~ ~ 2 13 ° ~ o a <r o io ~ o i ~ a aa ~ N ^ 2 BT-14 ENDWALL SHEETING & TRIM: FRAME LINE 5 GENERAL NOTES: At framed openings and greater than 1:12 roof pitch the sheeting is field cut as required. PBA-10 NOTE: (if shown on drawings) PBA-70 is locoted as shown, one row is at midpoint of bay, two rows is at 113 points of bay. ,It shown at center bay, locate 8 off centerline. 0 i tt,-t EC-3 ot,io 8C16 y-~ a/ io 11'-10 1/16 ER-7 8C14 20' -1 7/8, G-2 6.5Z16 13' -11 1 2„ G-3 6.5716 11'- 8 1 2' 2 FC-57 3 FC-58 4 FC-165 5 FC-64 6 FC-60 7 FC-61 8 FC-175 9 FC-4 10 FC-112 11 FC-7 ' ~ p0 REg . FLF .oese Isl SUNWARD CORPORATION e aG 2^„gp 71 BUYER: REGENCY STEEL DRAWN BY: LSS 4 'A~ ee Qa a y 4 CUST : CEI/EMANUEL VALENTINO 7-15-99 ! 17i~ DESCR: 40.Ox60.Oz11.0 2:12 CHECK BY: SITE : WHEAT RIDGE, CO /!(RI~IiII'~Cl\ SCALE: NONE P.O.q : G22442 SHEET NO.: E4 OF 7 1'- 0 1 a T- _11" 0 0 N 6 0 c v y Z J Q' ~ a m F N RF1-1 E-6 RF7-1 15'-0" E-2 RF2-1 7 5'-0" E-2 RF2-t 7 4' E-5 411 ~ I I P-2 I I P-3(T ) _ I I I I I P-4(Typ) I ~ yp ~ ~ I Gt RFi-2 I P-1 ~ RF - ~ I 2-2 ~ ~ I RF - ~ -1 ~ I I I I P-2 I ~ I I I I I I I I I I P_1 I GB'3 I ~e~3 I I I I I I I I I P-3(T P-2 I /3 Cg, 02 I P-3(TYP) I p_4(Typ) I I I I I P-1 I I RF1- I I F2-2 ~ I I RF - I I I I RF2-2 ~ ER-1 I ~ ~ I P-Z I I I I I I I I I I I I I P-1 ZFP I RF1-3 E-1 RF2-3 E-2 RF2-3 PURLIN LAP 1 0 1 0 ROOF FRAMING PLAN STUB PURLIN NOTES: 1 Stub purlin os required on roof plan. 2 FC- 27 with 6 1/2" purlins. 3 FC- 28 with 9" purlins. 4 See section A1 or A2. 5 Locate stub purlin under roof purlin. E-3 RF2-3 V-± o„ WFIEN GALVALl1ME (GA) AND GALVANIZED (GV) MATERIALS COME IN CONTACT WITH ONE ANOTHER, A SURFACE COATING REACT[ON COULD OCCUR OVER A PERIOD OF TIME, DUE TO CONDENSATION OR HIGH HUMIDITY CONDITIONS, BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR MATERIAL DAMAGE CAUSED BY THIS REACTION, TO PREVENT THIS REACTION, FELT OR SEALENT SHOULD BE PIACED BETWEEN THESE SURFACES TO PREVENT DIRECT CONTACT OF ONE SURFACE W[TH THE OTHER, FELT OR SEALANT NOT BY BUILDING MANUFACTURER. ROOF SHEETING Nl PpO REGIS o~ ~g 23771 ~e =C: Lu:' o %e sfON A1 r-i P-2 D.JLID 6.5Z16 iZ) - ii 15'-11" P-3 6.5Zi6 17'-0" P-4 6.5Z16 15'-11 P-5 6.5Z14 15'-6" E-1 8C16 14'-10 1/2" E-2 8C16 14'-11 1/2 E-3 8C16 14'-11 1/2 E-4 8C16 14'-10 1/2 E-5 8C16 14'-10 1/2„ E-6 8C16 14-10 1/2 CB-2 5/16" Dia. 18'-8" rR_z , /ia" n;, 1 a'_a" SUNWARD CORPORATION BUYER:REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALENTINO 7-15-99 DESCR: 40.0x60.001.0 2:12 CHECK BY: SITE : WHEAT R[DGE, CO SCALE: NONE P.O.# : G22442 SHEET NO.: ES OF 7 ~ o0 c N z J ~ ~ a m ~ ~ Z_o., ~ (20) N E-4 4PBA-10 (TYP) @ MIDPOINT SPLICE PLATES & BOLTS Splice Top Of Plate Bottom Of Plate Plate Size Mork Qnt T Dia Len Qnt Typ Dia Len Wid Thick Len th Sp- 1 4 A325 0.750 2.00 4 A325 0.750 2.00 5" 1/2" 1'-4 : Sp- 2 4 A325 0J50 2.00 4 A325 0.750 2.00 5" 1/2" 1'-4 ° OFLANGE BRACES: FAR SIDE ONLY FBxxX: xx=length(in) Q2° iz 6 1 6" 36'-70 7/4" Clearance to flange 40'-0" OUT-TO-OUT OF STEEL FRAME CROSS SECTION FOR FRAME LINE 1 PIECE START E~ RF1-1 8.0 12.C 12.0/12.0 RF1-2 10.0/10.0 10.0/10.0 RF7-3 12.0/12.0 0.179 13.2 0.112 120.0 0.112 104.5 0.179 13.2 5 x ')/ib x ito.y 5 x 7/4" x 12.3 5 x 3/16" x 222.8 5 x 1/4" x 12.3 ~ Z 12 1/z" 5 x 3/76 x 714.6 5 x 7/4" x 105.7 5 x 3/16" x 117.7 5 x 3/16" x 114.8 \v RE L` Ppp GISTo,,, ; .oes>., Q SUNWARD CORPORATION 213771 o BUYER: REGENCY STEEL DRAWN BY: LSS 4 L CUST : CEI/EMANUEL VALENTINO 7-75-99 DESCR: 40.0x60.0x11.0 2:12 CHECK BY: NiA~ SITE : WHEAT RIDGE, CO SCALE: NONE P.O.f/ : G22442 SHEET NO.: E6 OF 7 . 10" 1o., - SPLICE PLATES & BOLTS Splice Top Of Plote Bottom Of Plate Plate Size Uark Qnt Typ Dia Len Qnt Typ Dia Len Wid Thick Length Sp- 1 4 A325 0.750 2.00 4 A325 0.750 2.00 5" 1/2" 1'-8 7 Sp- 2 4 A325 0.750 2.00 4 A325 0.750 2.00 5" 1/2" 1'-8 3 '~7FLANGE BRACES: Both Sides(U.N.) FBxx: xx=length(in) PIECE STARMD THICH RF2-1 8.0 76.0 0.112 16.0/16.0 0.179 R172-2 14.0/14.0 0.112 14.0/14.0 0.112 RF2-3 16.0/16.0 0.179 10" 10" - Q2„ 12 2"~ 12 ro M a i~ 6 1/2" 1'-4 7 16" 36'-2 1 8" Clearance to flonge 40'-0" OUT-TO-OUT OF STEEL @ FRAME CROSS SECTION FOR FRAME LINE 2 3 4 -4 7 t11.1) 0 x ')/io x iZaa 17.2 5 x 1/4 x 16.4 120.0 5 x 3/16" x 218.8 101.1 17.2 5 x1 x 16.4 ~o o, R f( 6/ s : pv ;cpl`T AOjy°, ~~n s ;-o= 23e71 ss eQNAL E~ , rmnJ!m~ 1/Z" b x 1/4 x lll.b 5 x 1/4" x 103.0 5 x3/16"x115.8 5 x 1/4" x 111.6 SUNWARD CORPORATION BUYER: REGENCY STEEL DRAWIJ BY: LSS CUST : CEI/EMANUEL VALENTINO 7-75-99 DESCR: 40.Oz60.Ox11.0 2:12 CHECK BY: SITE : WHEAT RIDGE, CO SCALE: NONE P.O.g : G22442 SHEET NO.: E7 OF 7 CLIP FOR SINGLE C RAFTER NOTE: GIRTS ARE LOCATED UNDER CLIPS. UNLESS NOTED ON ELEVATIONS PURLIN STUB PURLIN ~ (LOCATED UNDErc \ FC-165 OR RIGID FRAME ROOF PURLIN) FC-166 W/ CABLE SLOT RAFTER SEE ROOF PLAN PURLIN (F.S.) ONLY FOR PART NUMBER ~72 x 1 1/4'~ S.D.S. AND IF REQD f w/(4) 1/2~~~ x 1 1/4° y \~A) A325 BOLTS. T PURLIN 1 SHEETING ANGLE (SA-10) ~ • CLIP (SEE ELEVATION) ~ I ENDWALL COLUMN I CLIP (SEE ELEVATION) ~ . 3 1'/4" ~ ~ ~ - - - 1 ENDWALL RAFTER ~ ~ ~ z" yyl S~Fz" Z 4-1 FLANGE BRACE I 3 W~ 9 Z AS REOUIRED CLIP FC-111 (SEE FRAME CLIP: FC-57 CLIP FC-110 I ~ • RIGID FRAME • CROSS SECTION) CLIP: FC-58 ~ (6~ Y 11/4" " p I ENDWALL COLUMN - RAFTER x 2 I A-325 BOLTS ~ IOR ~oR C 6~~z"Z ENDWALL ~ GIRTS SHOWN ~OR ~ ~OR ENDWALL ~L~ L~ COLUMN PURLIN TO ENDWALL RAFTER DETAIL Qg ENDWALL COLUMN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO RIGID FRAME B18 GIRT TO ENDWALL COLUMN DETAIL Ci NOTE: GIRTS ARE LOCATED UNDER CLIPS. 9" Z SIDEWALL GIRT SHOWN I I ~ 2 w/6 1/2 z 3" w/ 9" Z 9" CORNER COLUMN 2° W~ 61/Z.. Z 3° W/9° Z I I PURLIN I I CLIP FC-60 CLIP (SEE ELEVATION) / CLIP (SEE ELEVATION) I I - _ = ENDWALL COLUMN (SEE ELEV. FOR COLUMN ORIENTATION) ~ CLIP FC-64 (F.S.) ONLY 6~F1" Z ENOWALL GIRT I 2" w/6 1/2"z CLIP FC-50 SHOWN I I 31. w/ 9° Z ~ I o o 0 2° Wl 61/2° Z Yz" m x 1'/2 " ENDWALL (12) 112" m x 1'/4° 3" W/ Z A325 BOLTS r ~ RAFTER ~ • I A325 BOLTS ; • • • ~ CLIP: ~ L _ (SEE ELEVATION) ~ENDWALI COLUMN 9" Z ENDWALL GIRT ENDWALL ~ 0 0 9" Z SIDEWALL GIRT SHOwN SHOwN ~ CLIP FC-61 SHEETING CLIP (SEE ELEVATION) SHEETING CLIP (SEE ELEVATION) GIRT TO ENDWALL COLUMN DETAIL O CORNER DI CORNER COLUMN TO GIRT DETAIL D16 ENDWALL COLUMN BASE DETAIL E1 PEAK DETAIL WITHOUT CE NTER COLUMN F10 n GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 1 1/4" A-307 (U.N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE 4) 0 MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 2" W/ 61F2" Z PURLINS #12 x 1 1/4" 4" W/ 9° Z PURLINS S.D.S. (GA) '/2' 0 x 1" BUTTONHEAD PURLIN EAVE STRUT RIGID FRAME SEE FRAME RAFTER A307 80LTS CROSS SECTION ENDWALL COLUMN/ ~ ENDWALL RAFTER FOR CONNECTION DOOR JAMB CLIP: FC-219 DOOR JAMB CLIP (SEE ELEVATION) (SPECIAL BOLTS MAY ESA-7 EAVE STRUT " ~ 111 ' J{72 x 7 1/4" S.D .S. PURLIN 0 ANCHOR BOLTS /2 W/ ROOFEQRAMING EE ~ 2 (Gq) ~ CLIP: FC-220 ENDWALL PLAN.) COLUMN USED AS DOOR SHEETING ANGLE (SA-10) JAMB W/ -/a" 0 ANCHOR ~ CLIP :(F.S ONLY) I~ 0 BOLT • (SEE ELEVATION) L I ~ CLIP: FC-218 ENDWALL ~ ~ 0 COLUMN USED AS DOOR I 5" W/ 6~/2Z JAMB W/ ~a" 0 ANCHOR ~ ~ • ~ GIRT - i~ BOLT AND CABL BRACING. 71h" W/ 9" Z TUB PURLIN WALL t ~1 /4' GIRT CLIP FC-68 ~LOCATED UNDER DOOR ~(10) 1F2" 0 x 1'/4" (SPECIAL BOLTS MAY 4" ROOF PURLIN) BE REQUIRED SEE SEE ROOF PLAN OPENING A325 BOLTS ROOF FRAMING MBER ~ I CLIP FC-58 PLAN) ENDWALL RAFTER A D F REQ D . 9" CLIP FC-57 RIGID FRAME ENDWALL COLUMN COLUMN PURLIN TO ENDWALL RAFTER A1 DOOR JAMB BASE DETAIL E 6 ENDWALL COLUMN TO ENDWALL RAFTER @CORN ER 16 EAVE STRUT TO RIGID FRAME J4 BASE ANGLE (BA-70) DOOR JAMB USE POWER DRIVEN „ „ FASTENERS SUCH AS z W~ 3" W/ 6 z Z I~ g"Z I CLIP: (SEE i CLIP FC-222 WALL PANEL R qOSOTST(OR RAIGQTASHANK ~ ~ ELEVATION) 12 11/ " S D S I NETRATION " P 111 ~1i/2" (2) 112 m X 1. BUTTONHEAD # x . . . 4 w/ 2 E AND MIN. ALLOWABLE INSIDE - - ~ ° , ' A307 BOLTS SHEAR OF 220# CLOSURE (2'-0" O.C.)(BY OTHERS) 0 x 1 /2 4 I BUTTONHEAD + l A307 BOLTS - BASE TRIM 1 EAVE STRUT - ~ - - - ~ CLIP: FC-736 HEADER I FOUNDATION , 61/2~~ GIRT 1~23/ CLIP: FC-736 DOOR JAMB DOOR JAMB (BY OTHERS) SHOWN GIRT TO DOOR JAMB K Z DOOR JAMB TO EAVE STRUT L`J DOOR HE ADER TO DOOR JAMB M1 BASE TRIM SECTION T1 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 1 1/4" A-307 (U.N) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE + 4) 0 MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. CLIP IF REQUIRED E OR T OR I : (SEE ROOF FRAMING m OR I OR PLAN FOR LOCATION.) i I ~ `/2"0 x 1'/a A325 BOLTS IF REQUIRED (SEE RIGID FRAME WELDED FRAME ~ CABLE ~ ROOF FRAMING PLAN COLUMN SHOWN ~ yyELDED FRAME FOR LOCATION.) THIS CONNECTION SHOWN II PURLIN~ SEE ELEV. SEE ELEV. POINT MAY BE FLANGE BRACE @ LAP BOLT. AS REQUIRED BACK-UP PLATE II (AS LABELED ON BRACE EYE ~ HILLSIDE WASHER - CABLE GRIP ^ (SEE FRAME FRAMING ELEV, AND PLANS) r EYE BOLT FLAT WASHER ~ CROSS SECTION) o I~ CABLE GRIP NUT FLANGE BRACE AS REQUIRED (SEE FRAME THIS CONNECTION ~ I I I CABIE ~ BACK-UP PLATE J (AS LABELED ON II CRO55 SECTION) POINT MAY BE GIRT SEE ELEV. SEE ELEV. II FRAMING ELEV. 0 LAP BOLT. • AND PLANS) RIGID FRAME RAFTER ~8) BOLTS WITHOUT FLANGE BRACE. (8) BOLTS WITHOUT FLANGE BRACE. (~2) BOLTS WITH FLANGE BRACE. (72) BOLTS WITH FLANGE BRACE. (10) BOLTS WITH FLANGE BRACE C~0 LAP. (70) BOLTS WITH FLANGE BRACE 0 LAP. BRACING AT WELDED MEMBER OR BRACING AT WELDED MEMBER OR PURLIN OVERLAP Gl GIRT OVERLAP H1 ENDWALL C OR DOUBLE C SECTION Ql ENDWALL C OR DOUBLE C SECTION 02 EAVE PURLIN RIGID FRAME SEE FRAME RAFTER CROSS SECTION FOR CONNECTION BASE ANGLE (BA-10) ' EAVE STRUT WALL PANEL USE POWER DRIVEN ~ FASTENERS SUCH AS , - - - - J/12 x 1 1/4" S.D.S. I RAMSET (OR EQUAL) .140 DIA. STRAIGHT SHANK INSIDE CLOSURE I 1112" PENETRATION I I AND MIN. ALLOWABLE ~ ~ BASE TRIM SHEAR OF 220// (2'-0" O.C.)(BY OTHERS) 5" W/ 61~z" Z I I GIRT RIGID FRAME KNEE BRnCE a ~ n I 71~~. W/ 9., Z COLUMN A- FOUNDATION ~ " d e GIRT I I (BY OTHERS) n° CLIP FC-67 c a a ~ (SPECIAL BOLTS MAY - 0 0 a a a , BE REQUIRED SEE ~ ROOF FRAMING P AN ) L RIGID fRAME COLUMN BASE TRIM SECTION T3 EAVE STRUT TO RIG I D FRAME J7 EAVE STRUT TO RIGID FRAME Q g 0 0 GENERAL NOTES: ~ i) ALL BOLTS TO BE 1/2" m i i/a" A-307 SUNWARD CORPORATION (U.N) BUYER:REGENCY STEEL DRAWN BY:LSS 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) CUST : CEI/EMANUEL VALENTINO 7-15-99 3) ALL DIMENSIONS ARE DESCR: 40.Ox60.Oz11.0 2:12 CHECK BY: 4) 0 MATCH SHOP MARK. SITE : WHEAT RIDGE, CO SCALE: NONE 5) SEE FRAME CROSS SECTION FOR PURLIN P.o.q : c22442 SHEET NO.: G3 OF 3 REF. "A" INSIDE CLOSURE . ROOF PANEL CABLE D 5/6'3~8' '/2" 2~~ #72 x 7~~a" S.D.S. //12 x 3/4" S.T.S S.T.S. AN C~~-6° O.C.) SHEETI EAVE TRBME TR M EYE BOLT 5/8~ 3/47I8' ~ r (SA-10TAPE MASTIC "A" DIM. 17" 11 14" SvR „ „ „ I GnBLE ~ ~ ~ B 9 DIM. g 7 "C DIM" 31/2° 4~/2 " 63/4 " R TRIM EAVE TRIM ROOF PANEL 4 ROOF PANEL OUTSID //72 x 1~~a" S.D.S. CLOSUR#12 x 1 1/4" S.D.S. I I I I ~ OUTSIDE ~ CLOSURE I~ I #72 X 3/ S I CABL I ^ ~ S.T.S. (1~-0 O.C.) WALL PANEL ~ GABLE PANEL END CAP L ~ EAVE STRUT ~ FLAT WASHER F //12 x 3/4" WALL PANEL CORNER ENDWALL HILLSIDE CABLE BRACE S.T.S. (7'-0" O.C.) TRIM WASHER CABLE EYE BOLT EAVE TRIM SECTION 1 GABLE TRIM SECTION 2 PEAK BLDG. CORNER DET. 3 BLOCK CROSSOVER (N.B.S) NUT MARK MARK A DIM SEE SHIPPING LIST FOR CABLE LENGTH B DIM FRAMING LENGTH = FIELD MEASUREMENT CLOSURE SIDEWALL #12 x 3/4" S T S (FTC-10) J W RIDGE CAP PANEL . . . (1'-6° O.C.) w~ ~ PEAK BO% CAP CABLE BRACING ASSEMBLY E~NDWALL 7 ANEL GENERAL NOTES: TRIM TR- \ 12 x 1" S.D.S. 1) ALL BOLTS TO BE 1/2" 0 1 1/4" A-307 BLOCK PEAK BOX (U N) (N.B.S) GABLE TRIM . 100% SILICON SEALAN 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) POWER DRIVEN FASTENERS (N.B.S.) (N.B.S) 3) ALL DIMENSIONS ARE CORNER TRIM DETAIL 4 CORNER TRIM DETAIL 5 PEAK BOX 6 4) MATCH SHOP MARK. 5) SEE FRAME CROSS SfCTION FOR PURLIN AND GIRT ORIENTATION. //72 x 1'/a" S.D.S. ' " 6) SOME DETAILS THAT ARE SHOWN MAY NOT EL M WALL PANEL -6 (t O.C.) APPLY TO YOUR BUILDING. REFER TO NE YOUR VERIFICATION FOR THE OPTIONS ~ THAT ARE INCLUDED. ~ g12 x 11/4" S.D.S. DOOR JAMB SIDEWALL #12 x 3/4" S.T.S. HEADER ~ Q PANEL (1'- 6" O C ) I . . I INSIDE Q WALL PANEL T CLOSURE Q J W W Z W H ~ SUNWARD CORPORATION CORNER ~9F12 x 1~~ S.D.S. FRAMING BUYER: REGENCY STEEL DRAWN BY: LSS TRIM ENDWALL (7~-6" O.C.) CLOSURE S.T.S. 7 l CUST : CEI/EMANUEL VALENTINO 7-15-99 PANEL tl 6~ O .C.~ HEADER TRIM oESCR: ao.o.60.0.n.0 2:12 CHECK BY: B TRIM SITE : WHEAT RIDGE, CO SCALE: NONE CORNER TRIM SECTION 7 O.H. DOOP NEADER TPIM 8 O.H. DOOR JAMB TRIM (1'-0") g PO" : G22442 $HEET NO.: GD7 oF 4 3 2 ~ 1 „ ~ WALL PANEL #,z , ,/a" 4" S D S ~ DOOR FRAME JAMB WAL - - - - - - - - - - - - - - - - #12 x 1 1/ . . . T RIM I ~ ~ - - - - - - GIRT GIRT INSIDE CLOSURE 4 FIELD LOCATE AND 9 " GIRT m HOLES DRIIL ~e L~ AS REQUIRED SUB JAMB DOOR FRAME FRAMING CLOSURE FTC-3 ~ 3070) FAM ~FTC-74 @ 4070 & 6070) (FTC-74) v 4 ~TRIM WALKDOOR SUBJAMB TO GIRT 2 WALKDOOR HEADER TRIM 3 WALKDOOR JAMB TRIM 4 DOOR FRAME DOOR JAMB ~ BLOCK (N.B.S.) llf m o:2 ~m o:2 °o< °o< J m = J m 3 i 3v ci) FINISH FLOOR LEFT RIGHT FASTENER (N.8.5.) -Y 4 WALKDOOR SUBJAMB TO GIRT 1 TRIM T-280 6 7 T 72 " S S -y . x a . . # 2 3 (1'- 6" O.C.) FRAMING CLOSURE GENERAL NOTES: TRIM WALKDOOR AT BLOCK 5 i) ALL BOLTS TO BE 1/2" 0 i i/a" A-307 (U.N) GIRT 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE 4) 0 MATCH SHOP MARK. 5) SEE FRAME CROSS SECTION FOR PURLIN AND GIRT ORIENTATION. 6) SOME DETAILS THAT ARE SHOWN MAY NOT 8 APPLY TO YOUR BUILDING. REFER TO a~ o Q YOUR VERIFICATION FOR THE OPTIONS o~ THAT ARE INCLUDED. Y 3m Y m 3 ~ v i 0 ~ TRIM BLOCK N S B Q ( . ) . S Q SUNWARD CORPORATION . TRIM BUYER:REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALENTINO 7-15-99 ' DESCR: 40.Ox60.Ox11.0 2:12 CHECK BY: FINISH FLOOR CO SITE : WHEAT RIDGE , LEFT RIGHT SCALE: NONE ~ 0 ~ ~ P.o.x : czzaaz SHEET NO.: GD2 OF 4 WALKDOOR SUBJANiB TO GIRT 9 3 2 - WINDOW HEADER WALL PANEL I #12 x 1 1/4" S.D.S. TRIM I I I I INSIDE GIRT CLOSURE L WINDOW HEADER a ~ -1 V / m ¢ m ii GIRT II yyiNDOW HEADER FIELD I~OCATE AND ~ #12 x 1 1/4° S.D.S. FRAMING (1'-6" O.C.) CLOSURE v~ ~JTRIM v~ DRILL ~is" 0 HOLES ~ SUB JAMB HEADER TRIM 3 3 AS REQUIRED 0 o MASTIC TAPE ~ 3 3 WINDOW SUBJAMB TO GIRT 2 WINDOW HEADER/SILL TRIM 3 TRIM //12 x 1 1/4" S.D.S. (1'- 6" O.C.) HEADER TRIM ~ WINDOW SILL WINDOW JAMB 5 WALL PANEL~ MASTIC TAPE #72 x 7 1/4" S.D.S. FINISH FLOOR (1'-6" O.C.) LEFT RIGHT FRAMING CLOSURE WINDOW SUBJAMB TO GIRT 1 WINDOW SILL TO WINDOW SUBJAMB 5 WINDOW JAMB TRIM 6 7 3 2 GENERAL NOTES: TRIM 1) ALL BOLTS TO BE 1/2" 0 7 1/4" A-307 (U.N) GIRT WINDOw HEnDER 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N) 3) ALL DIMENSIONS ARE m I m 4) MATCH SHOP MARK. a ¢ ~ 6 5) SEE FRAME CROSS SECTION FOR PURLIN m m TRIM AND GIRT ORIENTATION. N 3 3 6) SOME DETAILS THAT ARE SHOWN MAY NOT 0 ° o 0 8 APPLY TO YOUR BUILDING. REFER TO 3 3 YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. CK WALL ~ BLO ~ ~ (N.B.S.) TOP OF BLOCK Q SUN WARD CORPORATION BUYER:REGENCY STEEL DRAWN BY:LSS CUST : CEI/EMANUEL VALENiINO 7-15-99 12 CHECK BY: DESCR: 40.Ox60.Ox11.0 2: SITE : WHEAT RIDGE CO , LEFT RIGHT SCALE: NONE P.o.# : c22442 SHEET NO.: GD3 OF 4 VdINDOW SUBJAMB Td GIRT 9 10 i r~ EAVE STRUT #12 x 1 1/4" S.D.S. (GA)(TYP) I PBA-70 I (FIELD CUT AND BEND AS REQ'D) SIDEWALL GIRT I-SIDEWALL PBA-10 SECTION I 1 1 END WALL RAFTER ENDWALL GIRT PBA-10 (FIELD CUT AND BEND AS REQ'D) #12 x 1 1/4" S.D.S. (GA)(TYP) NOTE: SEE CROSS SECTION OF MAIN FRAME FOR GIRT AND PURLIN ORIENTATION. . -6,. ~,_6,~ ~~_g^ 1'_6 " 1 1'-6' 1'-6„ j~_6^ ETC. T T T T T T I I I I I I I I 1 T T T ,r T T o ~ i F ~ V ~'-~12 x 1 1 /4" S.D.S. (GA) (TYP) ~ PBA-10 TO BE INSTALLED BEFORE #12 x 3/4" S.T.S. APPLYING SHEETING. SEE ROOF (AT EACH HI-RIB AT RIDGE CAPS) FRAMING PLAN FOR LOCATION. 1 PIECE PBA-10 LOCATED AT CENTER LINE ~ ~ f OF BAY(S) PLACED AT EAVE STRUT TO ~ FIRST PURLIN W/ 10'-0" THRU 19'-0" BAYS. F ~ ~ F ~ #12 x 1 1/4" S.D.S. \\--#72 x 3/4" S.T.S. 1 1 1 I ~ ~ 1 I I,-~ I I,-~ I I~ ~ EED #12 x 3/4" SELF TAPPING SCREW (S.T.S.) I #12 x 1 7 /4" SELF DRILLING SCREW (S.D.S.) T T \ ROOF & WALL PRIMARY FASTENER SPACING AT PANEL ENDS, LAPS, RIDGE CAP, EAVE STRUT, SHEETING ANGLE, & BASE ANGLE. I ENDWALL PBA-10 SECTION I 2 I ENDWALL RAFTER ENDWALL GIRT ENDWALL PBA-10 SECTION 6" S.T.S. MIN. LAP TAPE MASTIC ROOF SHEET (SKYLIGHT) ROOF SHEETING (SKYLIGH 4" f f T f f /4 S.D.S. NOTE: SELF DRILLING SCREW PATTERNS I I I (GA)(TYP) I I NoN-INSULA7ED ButLDINGs. USE PATTERNS QA & Q @-_ FASTENER SPACING AT INTERMEDIATE GIRTS. INSULATED BUILDINGS USE PATTERN QA ONLY. t t t t t (WHEN INSULATING BETVJEEN THE PBA-10 SHEETING AND RED IRON) I (FIELD CUT AND I I I ~i BEND AS REOD) MORE THAN 4" OF 1NSULATION REQUIRES SCREWS LONGER THAN 1 1/4°• PLEASE ADVISE BUILDING n TE PURLINS ~ MANUFACTURER IF LONGER SCREWS WERE NOT FASTENER SPACING AT INTERMEDIA . PURCHASED. 3 ~ S.T.S. S.D.S. ROOF SHEETING I ROOF SHEETING (SKYLIGHT) (SKYLIGHT) ~ ~ ( /ROOF T YLIGHT) ~ PURLIN USE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN - REMOVE PAPER BACKING. END LAP 4 ROOF SHEETING (SKYLIGHT) SIDE LAP a I J ¢ ~ I co z - - g N S.T.S. S.D.S. f WALL SHEET (WALL-LIGHT) GIRT -7 NOTE: SOME DETAILS THAT ARE SHOWN MAY NOT APPLY TO YOUR BUILDING. REFER TO YOUR VERIFICATION FOR THE OPTIONS THAT ARE INCLUDED. SUN WARD CORPORATION BUYER: REGENCY STEEL DRAN7J BY: LSS CUST : CEI/EMANUEL VALEN TINO 7-15-99 DESCR: 40.Ox60.Ox11.0 2:12 CHECK BY: SITE : WHEAT RIDGE, CO SCALE: NONE P.O.// : G22442 SHEET NO.: GD4 OF 4 5 I WALL SHEETING (WALL-LIGHT) END LAP 1 6