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HomeMy WebLinkAbout9625 W. 32nd Avenue♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE .nspection Type: ❑ 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: `?`CZ Inspector: ell DO NOT REMOVE THIS NOTICE 6- ♦ i CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 6F1 Job Address: 71,As' Y2Z �o ,4rr—A Permit Number: G7`r474�?® 7 /.avwfAG ❑ No one available for inspection: Time : i AM /PM Re- Inspection required: es_ No f When corrections have been made, call for re- Inspection at 303 -234 -5933 Date: LZAI0 >5 Inspector: m DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: gr_-7 Job Address: %tee 5 w. 3 a w Permit Number: f' 70007 AL xre crsG��S � oa✓ltL a tt r. 4!d e? 49 0 fhnJ S 4 Agz. 13y T -,A5,0s9 : t_ ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes < "When corrections have been made, call for re- Inspection at 303 - 234 -5933 Date: ,.f3a/` P Inspector: T — ' DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 03) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: PP. r, M A; T, 8F-r Job Address: 94,2,5' �u�g Permit Number: D Yl - F 30 r 7 c,0 -f, 5 • 4-, Ply, i> d., e ❑ No one available for inspection: Time AM/PM Re-Inspection required: < �es -No * When corrections have been made, call for re-inspection at 303-234-5933 Date:' Inspector: DO NOT REMQ�E THIS NOTICE ♦ i CITY OF WHEAT RIDGE � f r Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 46 Job Address: 9dV5 wt, 3�r�� fh✓c Permit Number: 1 5?7 47Z �...+r yt.Yr7�.,,,•' ,�.¢�f E.trvzr ,�EC� ids' � ©t�`� A'oF a ��c;�pz`R `.`.�r�n.''`,d r.�,l.v73 :��FL %, r�dsr'FS' �,;✓ ..Qr��"r'k' .$°• r? "!M b' d-bS7' PSeL°. f /i!✓n 9 r06nT lJ.�lf e6 rpfm zt �✓� sP ��'!9 :f✓�tY S^l� 5s•�rlPar.✓d' (�GY/i,.3K off � 2) 172E.w L -t o m 4�' ,/r 0A7xo Ito i[S s'x7 'Pfosv' All YAePggG wlS A%S r5leAl oe�desbsc� l3�y�/�s fFlsrrt� e 'f -.0/ A'-<T V.< rTc" �rr✓ � "�'�:r+ G• ii- Ger. S'F�"s r /J /,C/� 57`,�r"r'F"ra ids f�� � ia.•r,+ P'ar� �L�sy ✓.�'C' G'.FlAP7�'.E' g s`srT. , �!G'a ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No "When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 5 74 jZ y? { y j' Y Job Address: 2& 2 A tf Permit Number: t%7 Oc�' `J ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No "When corrections have been made, call fore -i spection at 303 - 234 -5933 Date: ispector: fi DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r f (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: OE_Z° Job Address: 2K Y , y j . Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes o "When corrections have been made, call for / re- inspection at 303 -234 -5933 Date: ql;? 14 T Inspector DO NOT REMOVE THIS NOTICE f/ZO//O v (lee re Lii C~ /IC~~2 fur gew rler I S M i 7 fl ~h/S aoa~ Me alelulW 0~ ind, Valmw AW Call SUM# UOR City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °O~oaAOO Inspection Line: 303-234-5933 Building Permit Application Date: 1 Plan A 0q 0` Permit property Address; J~ ~L2 I Property Owner (please print): z~ `rL tV/i!~4Z/JZ Phone: 3 L Mailing Address: (if different than property address) Address: City, State, Zip: 1' 1 r i Contractor: . Contractor License Phone 3 / Cj~' Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company:" Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $C'J~ >..,C Description of Work: 'J me (as calculated per the Building valuation Data sheet) Plan Review (due at time of submittal):$ 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 1 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 PRINTNAME: :D.I0Vnf) J /~i.)4tIC ~ cir_uer,~ lured` Bldg Valuation: $ 1 ,Fc SHOWN IS REGISTERED UTILITY EASEMENT 160'-0" ELEV. 97 1.~ SERVICE 5'-0" IF YOU DIG COLORADO - CALL US FIRST CALL 2 BUSINESS DAYS PRIOR TO EXCAVATION FOR UTILITY LOCATIONS 1- 800 - 922 1987 2-3-0CI DA a....-... - PROPERTY LINE -J ELEV. EXISTING SEPTIC TANK EXISTING GRADES TO BE REVISED TO SUIT GARDEN DECK AND TRANSITIONAL PLAZAS 861-0" 40'-0" 192'-0" 0 NORTH 19'-6" WEST 32 AVENUE TREES SHOWN ARE APPROXIMATE TOPOGRAPHICAL ELEVATIONS ELEVATIONS GIVEN FOR EACH CORNER OF SITE ARE BASED ON 100.00 AT SOUTH WEST CORNER. LEGAL DESCRIPTION 9625 WEST 32 AVENUE WHEAT RIDGE - COLORADO -80033 PART OF LOT 2 DAVID SUBDIVISION JEFFERSON COUNTY-COLORADO STATE EASEMENT ALONG WEST PROPERTY LINE BUILDING FOOT PRINT - 3,828 S.F. SITE AREA- 37,737 S.F. SITE COVERAGE - 10% FRONT YARD SET-BACK 102'- 0" REAR YARD SET- BACK 74'- 0" WEST SIDE-YARD SET-BACK - 38'- 0" EAST SIDE-YARD SET-BACK - 20'- 0" BUILDING HEIGHT-------------- 26"-0" EXISTING MAPLE TREES IMPORTANT PROTECT ALL TREES TO BE RETAINED WITH BARRIERS - FIR TREES BUILDING CODE INFORMATION REFERENCES 1997- UBC 1997- UPC 1997- UMC 1996- NEC 1997- NFC ANSI - Al 17.1 ADA FED STANDARDS USE OF BUILDING - SINGLE FAMILY DWELLING OCCUPANCY GROUP - R-3 ( Detached Single Family Dwelling) CONSTRUCTION TYPE 4i TYPE V ( non-rated) NUMBER OF STORIES - TWO + BASEMENT HEIGHT - 35 FEET (MAXIMUM) CITY DATUM - 54.7 = 100.00 (THIS DWG.) DRAWING INDEX A-00 COVER A-01 SITE PLAN & INDEX A-02 FOUNDATION PLAN A-03 GARDEN DECK FOUNDATIONS A-04 STAIR & ELEVATER CORE A-05 BASEMENT FLOOR PLAN A-06 MAIN FLOOR PLAN A-07 SECOND FLOOR PLAN A-08 ROOF DECK & BALCONIES A-09 CROSS SECTIONS A-10 NORTH & EAST ELEVATIONS A-11 SOUTH & WEST ELEVATIONS A-12 GARDEN DECK DETAILS A-13 GARAGE CROSS SECTION A-14 WINDOW & DOOR DETAILS A-15 WALL DETAILS A-16 STAIR DETAILS A-17 SOLAR PLATFORM A-18 SOLAR PLATFORM SUPPORT A-19 MAIN HOUSE- CONCRETE OPENINGS S-01 FOUNDATION PLAN S-02 FIRST FLOOR FRAMING PLAN S-03 SECOND FLOOR & LOWER ROOF FRAMING PLAN S-04 UPPER ROOF FRAMING PLAN S-05 SOLAR PLATFORM FRAMING PLAN S-06 STRUCTURAL DETAILS S-07 STRUCTURAL DETAILS S-08 STRUCTURAL DETAILS IMPORTANT SEE LARGE FORMAT SEALED DRAWINGS BY STRUCTURAL ENGINEER AS SEPERATE PERMIT SUBMISSION. copyright reserved WIENS DESIGN SERVICE E APPROVALS N CONSULTANTS ■ REVISIONS ■ PROJECT PROPOSED RESIDENCE FOR WRIGHT FAMILY ■ CONTENTS SITE PLAN & INDEX FILE 1-06 CHECK CW DRAWN WIENS DATE DEC.S, 2006 SCALE 1/16" = 1'-0" DRAWING NUMBER CERTIFICATE OF OCCUPANCY IIlI City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070007 Issued: 09/03/09 Stipulations: New 3872 sq ft Single Family Residence This certificate verifies that the building constructed' and/ or the use proposed of the building and/or premises, under i the above permit number and on property described below, I does comply with the Wheat Ridge Building Code and !I 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: 9625 W 32ND AVE Parcel Number: 39-272-15-033 Owner: Thomas S. Wright Contractor:, For the Following: Purpose: Res. New SFR Codcs'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 Occupancy 1997 UBC/2002 NEC from the,City of Wheat Ridge. Sprinkler"System Chi B ding Inspector, o'Zoning Administrator ER I ICATE MUST-BE POSTED BY, FRONT DOOR OF COMMERCIAL' OCCUPANCIES' 09/04/09 07:17: 46 City of Wheat Ridge Page 1 bp701-1s PERMIT INFORMATION - 070007 mmackey PERMIT INFORMATION: Permit#: 070007 Address : 9625 W 32ND AVE Permit Type: Res. New SFR Parcel Cd : 39-272-15-033 Permit Dt: 01/05/2007 OWNER : Thomas S. Wright Expires: 11/12/2009 Address : City/St/Zip : LAND PARCEL INFORMATION Zone Cd: Unassigned DU: 1 Funct Use: Unassigned Last Zone Dt: Subdivision: DAVO Annex Dt: Cout Type: Miscellaneous Lot: Legal: JOB DESCRIPTION: New Single Family Residence (3872 sq ft) SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Block No: 0 Back: 0.0 FEES QTY DUE PAID: Engin. Review Fee .00 150 .00 150. 00 Extend Expired Permi .00 2,315 .42 2,315. 42 Grade/Fill Permit . 00 23 .50 23. 50 Misc. Fee . 00 2,228 .67 2,228. 67 Permit Fee 540,612. 00 4,457 .33 4,457. 33 Plan Review Fee 540,612. 00 2,897 .26 2,897. 26 Plan Review Addtiona . 00 122 .00 122. 00 Plan review Addition . 00 61 .00 61. 00 Total Valuation 540,612. 00 .00 . 00 Use Tax 540,612. 00 9,731 .02 9,731. 02 21,986 .20 21,986. 20 CONTACTS: owner Thomas S. Wright 3033999947 sub CL9 Tropical Comfort Services LLC Shawn Anders 915 E 4th Ave Longmont, CO 80501 3037762752 sub CIA Ben Franklin Electric Bill Mazowski 13576 W. 68th Ave. Arvada, CO 80004 3038626777 sub CL9 Home Stead Heating and Air Kane Upchurch 540 S Forest St #2-203 Denver, CO 80246 3036191075 sub C4N Advance Mechanical Christopher Cordova 13103 Cook Court Thornton, CO 80241 7209380002 sub CIE M K Roofing, Inc. 4315 Tennyson St. Denver, CO 80212 3034588773 sub CL8 Amassing One Plumbing Paul Mass 9260 Birch St Thornton, CO 80229 3032897400 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 2009 30 Property Type REBID PERMIT CONDITIONS: +*NO EXTENSIONS AFTER 11/12/2009** 09/05/08 Revision for site plan turned in. Given to JS for review. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 06/15/09 Extension letter given to JS for review. No extensions past the date of November 12th, 2009 06/10/09 JS & KC went to the residence to do a consultation with Tom. Tom is to pay half the permit fees and provide complet date for project with no extension after that. 09/04/09 07:17:46 City of Wheat Ridge Page 2 bp70l-ls PERMIT INFORMATION - 070007 mmackey 01/21/09 JS approved plans for $61.00 review fee 01/09/09 Brandon Geyer turned in plans to be reviewed to existing permit. 303-916-4966. 12/30/08 Talking to Tom Wright - Mike Louis is acting as superintendant/working directly for Owner. 12/22/08 Craig from CB Plumbing requested to be removed from this permit. 12/12/08 JS: Extend permit until May 31, 2009. Extension fee assessed at $2315.42. 05/12/08 JS: extension permitted per John. Good for 180 days. Expires 11/13/08. 10/29/07 KS: Recv'd letter on 10/9/07 pulling plumbing license from job site. Anders & Sons Plumbing is withdrawing their license as of 8/31/07. (see letter in file) 01/05/07 CREATED FROM APPL# 06-0269 12/27/06 Recd approval from PW - permit approved. 12/27/06 called Mr. Wright - told him we can issue permit once we have names of roofer, electrician, plumber, mechanical cc and make sure they're licensed in CONE 12/18/06 OR - TRC Be. attached memo dated 13 Aril 2005 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 TCE :Temp. Const. Meter 07/30/07 no BM 07/31/07 07/31/07 INCOMPLETE 2 TCE :Temp. Const. Meter 08/17/07 no BM 08/17/07 08/17/07 COMPLETE 3 pug :Plumbing Underground 08/23/07 no is 08/24/07 08/24/07 INCOMPLETE 4 pug :Plumbing Underground 08/27/07 no is 08/28/07 08/28/07 PARTIAL 5 PUG :Plumbing Underground 09/07/07 no CIA 09/10/07 - 09/10/07 PARTIAL 6 pug :Plumbing Underground 02-0676 09/12/07 no is 09/13/07 09/13/07 COMPLETE 7 SRB ;Steel Rabat Insp. 09/13/07 no CIA 09/14/07 09/14/07 COMPLETE 8 cou :COUrtesy 09/21/07 no kc 09/24/07 09/24/07 COMPLETE 9 SEE :Steel Rebar Insp. 10/17/07 no KC 10/18/07 10/18/07 INCOMPLETE 10 fri :Framing Rough Insp. 05/08/08 no cci 05/09/08 05/09/08 PARTIAL 11 she :Sheathing/Sheer Insp 05/08/08 no cci 05109108 05/09/08 COMPLETE 12 tce :Temp. Const. Meter 05/20/08 no kc 05/21/08 05/21/08 INCOMPLETE 13 tCe :Temp. Const. Meter 02-2330 05/21/08 no my 05/22/08 05/22/08 COMPLETE 14 eug :Electrical Undergrd, 02-2330 05/22/08 no my 05/23/08 05/23/08 COMPLETE 15 ins :Insulation 06/05/08 no cci 06106/08 06/06/08 COMPLETE 16 ins :Insulation 06/18/08 no kc 06/19/08 06/19/08 INCOMPLETE 17 ELC :Elect. Inspection 02-2330 06/18/08 no KC 06/23/08 06/23/08 PARTIAL 18 ins :Insulation 06119108 no kc 06/23/08 06/23/08 PARTIAL 19 eri :Electrical Rough Ins 02-2330 07/11/08 yes kc 07/14/08 20 pug :Plumbing Underground 02-2077 08/05/08 no kc 08/06/08 08106108 PARTIAL 21 COU ;Courtesy 08/18/08 no KC 08/19/08 08/19/08 COMPLETE 22 COU :COUrtesy 08/21/08 no kc 08/22/08 08/22/08 COMPLETE 23 COU :COUrtesy 08/21/08 no kc 08/21/08 08/21/08 COMPLETE 24 MIS: Miscellaneous 08/22/08 no kc 08/26/08 - 08/26/08 COMPLETE 25 COU: COUrtesy 08/28/08 no KC 09/02/08 09/02/08 COMPLETE 26 COU: COUrtesy 09/16/08 no KC 09/17/08 09/17/08 COMPLETE 27 EUG: Electrical Undergrd. 02-2330 10/03/08 no KC 10106108 10/06/08 COMPLETE 28 EMR: Elec Service - EMR 02-2330 10/03/08 no kc 10/06/08 18/06/08 INCOMPLETE 29 EMR: Elec Service - EMR 02-2330 10106108 no MV 10/07/08 10/07/08 COMPLETE 30 FRI: Framing Rough Insp. 10/14/08 no KC 10/15/08 10/15/08 INCOMPLETE 31 PRI: Plumbing Rough Insp. 07-0066 10/14/08 no KC 10/15/08 10/15/08 INCOMPLETE 32 COU: COUrtesy 10/14/08 no KC 10/15/08 10/15/08 COMPLETE 33 PRI: Plumbing Rough Insp. 07-0066 10/24/08 no KC 10/27/08 10/27/08 INCOMPLETE 34 COU: CCUrtesy 10/24/08 no KC 10/27/08 10/27/08 COMPLETE 35 pug: Plumbing Underground 10/28/08 no kc 10/28/08 10/28/08 COMPLETE 36 FRA: Framing Inspection 10/31/08 no KC 11/03/08 11/03/08 INCOMPLETE 37 PRI: Plumbing Rough Insp. 02-2077 10/31/08 no he 11/03/08 11/03/08 INCOMPLETE 38 INS: Insulation 11/04/08 no KC 11/05/08 11/05/08 INCOMPLETE 39 COU: COUrtesy 11/04/08 no KC 11/05/08 11/05/08 INCOMPLETE 09/04/09 07 :17: 46 City of Wheat Ridge bp701-18 PERMIT INFORMATION - 070007 40 fri :Framing Rough Insp. 11/05/08 no kc 11/05/08 11/05/08 PARTIAL 41 ERI :Electrical Rough Ins 02-2330 11/07/08 no CCI 11/10/08 11/10/08 INCOMPLETE 42 PRI :Plumbing Rough Insp. 07-0066 11/07/08 no KC 11/10/08 11/10/08 PARTIAL 43 COU :000rtesy 11/07/08 no KC 11/10/OB 11/10/08 PARTIAL 44 PRI :Plumbing Rough Insp. 02-2077 11/12/08 no KC 11/13/08 11/13/08 PARTIAL 45 ERI :Electrical Rough Ins 02-2330 11/12/08 no CCI 11/13/08 11/13/08 INCOMPLETE 46 COU :COUrtesy 11/12/08 no KC 11/13/08 11/13/08 COMPLETE 47 ERI :ElectriCal Rough Ins 02-2330 11/13/08 no CCI 11/14/08 11/14/08 PARTIAL 48 FRA :Framing Inspection 12/30/08 no is 12/31/08 12/31/08 INCOMPLETE 49 MLS :Mesh/stucco/lath 12/30/08 no is 12/31/08 12/31/08 INCOMPLETE 50 MLS :Mesh/stucco/lath 01/05/09 no CCI 01/06/09 01/06/09 PARTIAL 51 MRI :Mechanical Rough Ins 08-0226 01/20/09 no KC 01/21/09 01/21/09 PARTIAL 52 MFI :Mechanical Final 08-0226 01/23/09 n0 KC 01/26/09 53 MRI :Mechanical Rough Ins 08-0226 01/23/09 no KC 01/26/09 01/26/09 PARTIAL 54 PRI :Plumbing Rough Insp. 02/04/09 no KC 02/05/09 02/05/09 COMPLETE 55 ERI :Electrical Rough Ins 02-1663 02/04/09 no CCI 02/05/09 02/05/09 INCOMPLETE 56 ERI :Electrical Rough Ins 02-1663 02/05/09 no MV 02/06/09 02/06/09 PARTIAL 57 PRI :Plumbing Rough Insp. 09-0020 02/05/09 no KC 02/06/09 02/06/09 INCOMPLETE 58 ERI :Electrical Rough Ins 02-1663 02/06/09 no MV 02/09/09 02/09/09 COMPLETE 59 PRI :Plumbing Rough Insp. 09-0020 02/06/09 no KC 02/09/09 02/09/09 INCOMPLETE 60 gas :Gasline Inspection 02/06/09 no kc 02/06/09 02/06/09 PARTIAL 61 MRI :Mechanical Rough Ins 08-0226 02/09/09 no KC 02/10/09 02/10/09 PARTIAL 62 PRI :Plumbing Rough insp. 09-0020 02/10/09 no KC 02/11/09 02/11/09 PARTIAL 63 MRI :Mechanical Rough Ins 08-0226 02/11/09 no KC 02/12/09 02/12/09 INCOMPLETE 64 FRA :Framing Inspection 02/11/09 no KC 02/12/09 02/12/09 PARTIAL 65 FRA :Framing Inspection 02/13/09 no KC 02/17/09 02/17/09 PARTIAL 66 ERI :Electrical Rough Ins 02-1663 02/17/09 no MV 02/18/09 02/18/09 PARTIAL 67 MRI :Mechanical Rough Ins 08-0226 02/17/09 no KC 02/18/09 02/18/09 PARTIAL 68 DWS :Drywall screw/nail 02/20/09 no CCI 02/23/09 02/23/09 COMPLETE 69 MRI :Mechanical Rough Ins 08-0226 02/20/09 no CCI 02/23/09 02/23/09 COMPLETE 70 ERI :Electrical Rough Ins 02-1663 02/23/09 no CCI 02/26/09 02/26/09 INCOMPLETE 71 FRI :Framing Rough Insp. 02/23/09 no is 02/26/09 02/26/09 INCOMPLETE 72 DWS :Drywall screw/nail 02/25/09 no is 02/26/09 02/26/09 PARTIAL 73 FRI :Framing Rough Insp. 02/26/09 no KC 02/27/09 02/27/09 PARTIAL 74 ERI :Electrical Rough Ins 02-1663 02/26/09 no MV 02/27/09 02/27/09 COMPLETE 75 GPT :Gas Pressure Test 08-0226 02/26/09 no KC 02/27/09 02/27/09 INCOMPLETE 76 MLS :Mesh/stucco/lath 02/27/09 no KC 03/02/09 03/02/09 INCOMPLETE 77 INS :Insulation 02/27/09 no KC 03/02/09 03/02/09 INCOMPLETE 78 ins :insulation 03/02/09 no kc 03/02/09 03/02/09 INCOMPLETE 79 MLS :Mesh/stucco/lath 03/02/09 no kc 03/02/09 03/02/09 INCOMPLETE 80 mis :Mesh/stucco/lath 03/03/09 no cci 03/04/09 03/04/09 COMPLETE 81 GPT :Gas Pressure Test 09-0004 03/05/09 no CCI 03/04/09 03/04/09 COMPLETE 82 DWS: Drywall screw/nail 03/06/09 no KC 03/06/09 03/06/09 PARTIAL 83 DWS: Drywall screw/nail 03/06/09 no KC 03/09/09 03/09/09 PARTIAL 84 DWS: Drywall screw/nail 03/10/09 no KC 03/11/09 03/11/09 PARTIAL 85 DWS: Drywall screw/nail 03/16/09 no MV 03/17/09 03/17/09 PARTIAL E6 MFI: Mechanical Final 08-0226 04/07/09 no CCI 04/08/09 04/08/09 COMPLETE 87 PRI: Plumbing Rough Insp. 09-0020 05/18/09 yes KC 05119109 88 MFI: Mechanical Final 08-0226 05/22/09 no KC 05/26/09 05/26/09 COMPLETE 89 BFI: BUilding Final Insp 06/01/09 no CCI 06/02/09 06/02/09 INCOMPLETE 90 COU: 000rtesy 06/10/09 no KC 06/11/09 06/11/09 COMPLETE 91 EFI: Electrical Final Ins 02-1663 06/15/09 no MV 06/19/09 06/19/09 INCOMPLETE 92 EFI: Electrical Final Ins 02-1663 07/07/09 no MV 07/08/09 07/08/09 COMPLETE 93 PWF: PUblic Works Final 07/15/09 no ORB 07/16/09 07/16/09 INCOMPLETE 94 LFI: Landscaping Final 07/15/09 no MR 07/16/09 07/16/09 INCOMPLETE Page 3 mmackey 09/04/09 07:17:46 City of Wheat Ridge bp70 1-1s PERMIT INFORMATION - 070007 95 BFI :Building Final Insp 07/15/09 no KC 07/17/09 07/17/09 INCOMPLETE 96 BFI :Building Final Insp 07/29/09 no KC 07/30/09 07/30/09 INCOMPLETE 97 mis :Miscellaneous 08/20/09 no CCI 08/21/09 08/21/09 COMPLETE 98 PWF :PUblic Works Final 08/24/09 no DFB 08/25/09 08/25/09 COMPLETE 99 LPI :Landscaping Final 08/24/09 no MR 08/25/09 08/25/09 COMPLETE 100 BFI :Building Final Insp 08/24/09 no KC 08/25/09 08/25/09 INCOMPLETE 101 BFI :Building Final Insp 08/27/09 no KC 08/28/09 08/28/09 PARTIAL 102 bfi: Building Final Insp 09/01/09 no kc 08/31/09 08/31/09 INCOMPLETE 103 b£i: BUilding Final Insp 09/01/09 no kc 08/31/09 08/31/09 INCOMPLETE 104 BFI: Building Final Insp 09/02/09 no KC 09/03/09 09/03/09 COMPLETE Page 4 mmackey O C a z 0 Z O m 0 00 M Z ~ m v ~ C N Z * CO) r C M om m -4 70 on 0 m O on •.'a T d ~ m em CO a~ 7 7 N 7 N co . * S rp, (Qt r ~ c ~ g E Y b 'a m cl, W 3 7 y S N 7 ~ ~ f W R. CZ r; Nav C CD Cl) p g a; ~i 7 a O p F. > Z 7 c m n ~r ngi W r o N O g d 4 I b ta i o O 2 O Z m v a - n o U) y m, 7 z co o m m ~ c cn 0 v a Cf) . D a cn r m ~y m ~ G) O M 3 Uj m z O (/1 60 m 67 UL m m z U. G) z m 0 ~o ~OL vcu ,50 co a O O ~'p~ CD O N ~o C C. O fA w 0 1 y m 0 C a l R 0. rn ~ ~ ~ Qt t \n I~ 1\~\ ~51 VU \ h1 ss F E roil& ■ 0 0 , CD ■ MENEM < ■ 'ma No= ■ cr CD onloo 0 ruts 0 wool A Chisholm Consulting Services, Ltd. Structural Engineers 1995-2005 1074 S. ALKIRE ST., LAKEWOOD, CO 80228-3112 PH: (303) 914-8202 FAX: (303) 914-8203 August 24, 2009 Brian & Michele Heritage 3162 Wright Ct. Wheat Ridge, CO 80215 Re: 3162 Wright Ct., Wheat Ridge, CO To whom it may concern: It has come to our attention that the contractor installed OSB shims under some of the second floor trusses where they set on the double top plate. This is acceptable. Please call me if there are questions concerning this letter or if we can be of further service. Sincerely, Jay E. Chisholm, P. E. o~emmtmnon~ D; 26687 Irl 0 0 August 31, 2006 i ENERGY CONSERVATION CODE Pu1EfA MCAL • FJLECTI4CAL • ENGINEEPoNG 0909 SOUTH HOLLY CIRCLE, SUITE 304 CENTENNIAL, CO 80112-1045 PHONE: 303.773.6773 FAX'. 303 779,8333 EMAIL: PRIEST@PEDENVER.COM RESIDENTIAL This is to certify that the design for the residential construction for the project: W Wright residence at W 9625 West 32ntl Ave, Wheat Ridge COLORADO Z complies with the 2003 International Energy Conservation Code as adopted by the State of Colorado and the City of Wheat Ridge. The REScheck Compliance Certificates based on Software Version 3.7.3 for the building plans are herewith attached. U Z a i 11502 i F Priest Engineering, Inc. Arwin D. Priest, P.E. W ~ i RRY~CI XC ilJ itllt EX6 XE-X N4 :.PN IIC E9 ACiOaS itt¢ JX~I PO 9IAI ES aXp A6fi04R S~. 18721 Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER 79 -GX APPLICANT JOHNATHAN EWING 0-1, 000 COPY XCESS ENERGY DRILLING LLC PO BOX 3482 SAGINAW, MI 48605- (877) 762-6028 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) Geoexchange system loop fields shall be installed and the systems used in such a way as to cause no material injury to valid, prior water or geothermal rights. The issuance of this permit does not ensure that no injury will occur to another valid, prior water or geothermal right or preclude another owner of a valid, prior water or geothermal right from seeking relief in a civil court action. 2) The construction of loop fields shall be in compliance with the Geothermal Rules 2 CCR 402-10, unless approval of a variance has been granted by the State Engineer in accordance with Rule 14. 3) Approved pursuant to CRS 37-90.5-106 for the statewide construction of loop fields for geoexchange systems. No ground water diversion shall be allowed: 4) The loop fields in a geoexchange system shall be constructed within the boundaries of the property for which the geoexchange system is being installed.❑ 5) Circulating pipes installed in geoexchange systems must be pressure tested in accordance with Rule 8.6 of the Geothermal Rules. 6) Only non-toxic fluids shall be used as the circulating fluid in geoexchange systems in accordance with Rule 8.3.3 of the Geothermal Rules. 7) Within sixty (60) days after completion of the loop fields for each geoexchange system installed under this permit, a construction report and as-built drawing must be submitted pursuant to Rule 12. At a minimum, the as-built drawing shall reference this permit number, and shall indicate the location of the loop fields, the location of all building structures to be served by the geoexchange system, and the location of any source or potential source of contamination in accordance with Rule 6.4.2 of the Geothermal Rules. 8) In the placement of loop fields for geoexchange systems, the certified individual shall at a minimum use the Division of Water Resources' Online Mapping tool to assist in identifying what valid, prior water or geothermal rights are located within 112 mile of each proposed loop field. 9) This permit is valid for one year and cannot be extended. This permit is nontransferable. All work performed under this permit must be performed by or under the supervision of Johnathan Ewing with Certification No. GT-96. - aa5~• 3117/e4 APPROVED JWB State PARKHURST, INC. CONSULTING ENGINEERS 2140 S. IVANHOE, SUITE 208 DENVER, CO 80222-5750 303-584-9481 Fax 303-584-9482 e-mail:parkhurstinc@gwestoftice.net February 20, 2009 Thomas S. Wright 3235 Iris Court Wheatridge, CO 80033 Re: 9625 West 32"d Avenue, Wheat Ridge, Colorado Tom, ep ) The solar disc was constructed with Cotten steel ASTM A588. The plates were 1/4" thick bent to the wedge shaped pieces currently in place. Cotten steel was developed to be used outside without the need of paints or any other protection. The rusting process creates a patina which protects the deterioration of the steel. Cotten is used in all kinds of outdoor applications including power line towers, bridges, etc. If I can be of any further help on this matter please feel free to call me. Sincerely, 2 0 2009 E. 1 Parkhurst, Inc. Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Wright Residence Report Date: 08/31106 1 Data filename: C:\Program Files\ChecklREScheck\Wdght_Residence.mk ~yJ Energy Code: 2003 IECC At- Location: Wheat Ridge, Colorado Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6158 Construction Site: Owner/Agent: Designer/Contractor: 9625 West 32nd Avenue Clifford Wiens Wheat Ridge, CO 80033 Wiens Design Service 101-2250 West 43rd Avenue Vancouver, BC, CA 604-267-2224 cliffordwiens@shaw. ca e r tl i a~- Ceiling 1: Flat Ceiling or Scissor Tmss: 2116 0.0 19.7 97 Wall 1 at main and upper floors: Solid Concrete or 4784 0.0 24.0 147 Masonry:Exterior Insulation: Window 1: Metal Frame with Thermal Break:Double Pane with 629 0.380 239 Low-E: Door 1: Solid: 84 0.350 29 Door 2: Glass: 105 0.380 40 Basement Wall 1: Solid Concrete or Masonry: 2288 0.0 9.0 236 Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 0.0' 208 0.0 217. Compliance Statement: The proposed building design described here is consistentwith the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to me,"a 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements. listed in the ction Checklist. Builder/Designer Company Name Date Project Notes: Concrete structure, Geo-Therrnai, Solar Voltaic design Wright Residence Page 1 of 4 We have examined the elevator furnished and completed by The Elevator Company at the Job Name Y`; C A t- Located at ! -Z Yt✓ n t° , Owners Name rim Phone number 3c> S `3e3 2 2 2 9 The elevator Equipment, Hoistway entrances & Cab (enclosure) have been thoroughly inspected and found satisfactory. The elevator is in accordance with our contract and we hereby accept it. Contract with: ! 1 d t e By: ~ 1 L n L- s 1 6 ir~. (Contractor oc wner) (Print Name of Person Accepts ) Equipment: _ Manufacturer: / Type: ; r, ~u tt : c Elevator Information The below info ti on has been reviewed with the undersigned by the Installation Technician ~re n,-/- . Please initial each item when complete. 1. Verified elevator/equipment is equipped and installed as ordered. d4~y- 2. Contractorri ~ ner has been informed as to the proper operation of equipment, controls and safety features. 9i 4-- 3. Verified that the phone line is operational 'd-14-or Verified that the phone line is not operational and the customer acknowledges that fact. The Customer understands and has acknowledged with signature below that The Elevator Company must be notified when the phone line is operational and that all operation of elevator/equipment is at users own risk until this notification is received. 4. Assisted the contractor/owner on an orientation ride. --7 'e 2 5. Explained the warranty period and need for maintenance (below). n 6. Explained hours of operation and emergency contact information (below)T;- "-Service and Contact Information The New Installation Warranty/SerAce will begin immediately and will continue for 6_ Months. Our Normal Business Hours are 8:00am to 5:00pm Monday -Friday. For Emergency service or questions regarding this installation, user may call 1-866-553-8421 24 hours a day 7 days a week. Accemtance and Customer Resoonsibilltr This above referenced job has been completed per contractual requirements. The undersigned has inspected the Elevator equipment and agrees to accept All in its present condition. We recommend the equipment be protected from damage during the final stages of the project completion. Please be aware any damage to the equipment after this farm has been ` ned will be the responsibility of building owner or his agents. The Elevator warranty will commence s, f the date of this acceptance form. Please review your contract Pr tl~ applicable ~n ~y t Accepted By: Date: 1 i (Signature of Person Ace' ling) 7800 Hwy 82, Suite #206 • Glenwood Springs, Colorado 81601 ® 970-945-8421 Phone • 970-945-8462 Fax lGenflex 3t, 07007 P, TPO ROOFING SYSTEM WARRANTY GenFlex Roofing Systems LLC ("GenFlex°), warrants to the building a. natural disasters, including but not limited to lightning, wind gusts in owner ("Owner) named below, subject to the terms, conditions, and excess of 54 mph, hail,. hurricanes, or similar natural disasters, limitations set forth herein, that for the period in which this GenFlex `b. vandalism, acts of war, or civil disturbances Warranty is effective, GenFlex will repair any leak in the GenFlex "c. alteration of the roof or installafion of structures, fixtures or utilities on Roofing System ('System") installed by a GenFlex Authorized or through the roof without the prior written approval of GenFlex; Contractor ("Contractor) on Owners Building at the address shown d. environmental fallout or overexposure to commercial/industrial below. solvents, acids, caustic fluids, oils, waxes, greases, absorbent clays,..... The System consists of GenFlex brand membrane, GenFlex brand bleaches, plasticizers or other harmful chemicals; insulation, .fasteners, adhesives, sealants, flashings, fastener plates, e. failure by the Owner or lessee to use reasonable care in maintaining - metal bars and related GenFlex brand accessory items when used in the roof, including but not limited to the. requirements idenfified on the accordance with GenFlex published written technical specifications. reverse side of this warranty; I. traffic or storage of materials not specifically accepted in writing by. TERMS, CONDITIONS AND LIMITATIONS the GenFlex Technical Department 1. Installation of the System must be by the roofing contractor named g. infiltration or condensation of moisture in, through, around or above below. the walls of the building, or damage caused by lack of positive drainage 2, During the. term of this warranty, GenFlex shall have access to the _..(ponded water). roof for inspection during normal business hours. h. acts of parties other than GenFlex or the roofing contractor named 3. Owner shall obtain GenFlex's written approval before making any below; alterations of the roof or installing any structures, fixtures, or utilities on 1. failure of any materials not specifically accepted in writing by the or through the roof. GenFlex Technical Department 4. Owner shall provide GenFlex with written notice of any leak in the j. insects or animals; roof and of any claim under this warranty within thirty (30) days of the k, deterioration or failure of any building component including, but not discovery of the leak. Such notice shall be given by certified mail to limited to, the roof substrate, walls or mortar, or GenFlex Roofing Systems LLC, 250 E 96" St., Suite 202 Indianapolis, I. errors or omissions by architects or engineers not retained by IN 46240 USA. If GenFlex's investigation of any claim under this GenFlex. warranty. reveals that GenFlex is not responsible under the terms of this 9. GenFlex reserves the right to suspend its obligations under this warranty for Owners claim, Owner shall promptly reimburse the warranty if (a) all bills for installation of the GenFlex roofing have not investigation and repair costs incurred by GenFlex. been paid in full to the roofing contractor named below and to the 5. If there is a leak during the period. in which this warranty is in effect material suppliers; (b) the prescribed warranty fee has not been paid to caused by a defect in GenFlex brand materials or workmanship within GenFlex;. or (c) Owner fails to reimburse GenFlex for claim investigation the scope of this warranty, GenFlex will repair the leak. costs as provided in paragraph 4 above. - 6. The remedy stated herein is the SOLE AND EXCLUSIVE REMEDY Notwithstanding the foregoing, the provisions of paragraph 6 and 7 for failure of the System. GENFLEX SHALL UNDER NO shall remain in full force and effect. CIRCUMSTANCES BE LIABLE FOR INCIDENTAL CONSEQUENTIAL 10. This warranty may not be transferred upon change of ownership of DAMAGES INCLUDING BUT NOT LIMITED TO INJURY TO ANY the building shown below unless the Owner (a) notifies GenFlex in PERSON OR DAMAGES TO THE BUILDING OR THE CONTENTS OF writing of its proposed change at least 45 days prior to the change; (b) THE BUILDING. INCLUDING ANY SUCH DAMAGES RELATING TO pays GenFlex the warranty transfer fee which was in effect on the date THE PRESENCE OF MOLD, MILDEW OR ANY OTHER- this warranty was issued and (c) completes all repairs required by PATHOGENIC MICROBE. GenFlex in order to correct failures to comply with Owners obligations 7. THERE ARE NO EXPRESS WARRANTIES EXCEPT AS STATED under this warranty. HEREIN, AND THERE ARE NO IMPLIED WARRANTIES OF _ 11. Any claim or dispute between Owner and GenFlex arising out of this MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE. warranty or relating to any material supplied or specifically required by NO REPRESENTATIVE HAS AUTHORITY TO MAKE ANY - GenFlex shall be resolved by final and binding arbitration in accordance REPRESENTATIONS OTHER THAN THOSE STATED HEREIN.- with the rules of the American Arbitration Association. Owner hereby -6, This warranty shall not be applicable to damage or loss caused in - releases. GenFlex from all liability to Owners insurance tamer or to whole or in part by. anyone claiming under or through Owner by reason of subrogation or otherwise. GenFlex Roofing Systems LLC, by LUHn Date 61412008 Gary Tno son, Genera6M ages Job QA1465 Warranty#i GG100267 Square Footage: 2000 Specific Type: TPO MAS TPO Job Location' Building Owner Roofing Contractor.. TOM WRIGHT BUILDING -TOM WRIGHT MK ROOFING,INC. .9625 W. 32 AVE. 9625 W. 32ND AVE. - 4315 Tennyson St. WHEATRIDGE, C0,80033 WHEATRIDGE; CO 80033 Denver, CO 80212 Effective from: 613/2008 to 613)2023 - IVA 12 T NG,MJUSMNQ AND MR CINO 6UR THE PNOFEEEIONALS CHOICE' JEDI Balancing Inc. NEBB Certification # 3235 Certification#BB009025C 568 Briggs Street P.O. Box 525 Erie, CO. 80516 Certified Test; Adjust; Balance Report Phone (720) 839-5333 www.iedibalancing.com Fax (303) 828-0768 Email don(a~jedibalancine.com P &cIo3 Project Wheat Ridge Medical Complex Address 3885-3895 Uphan Street-Wheat Ridge, CO Elevation 5500' Architect Unknown Mechanical Engineer DMCE Engineering Contractor Economy Heating & ABC Balancing Technicians Don Pittser & Clark Stadheim Date August 21, 2009 Job Number 2009-2745 IF I f21t 1113 Instrumentation: Digital Manometer Flowhood Digital Pressure Gage Tachometer Digital Volt-Amp Meter Thermometer Method of Balancing: Alnor Balometer EBT-721 Alnor Balometer EBT-721 Alnor Hydronic Manometer HM-680 DT-36M Fluke 335 Alnor Balometer EBT-721 Supply, Return and Exhaust diffusers, grilles and registers were measured with an Alnor Balometer EBT-721. Heating and Chilled water flow rates were measured with an Alnor Hydronic Manometer HM-680 connected to the installed flow meters. Warranty Information: This project was completed according to NEBB Procedural Standards. The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for testing, adjusting, and balancing environmental systems. Any variances from design quantities, which exceed NEBB tolerances, are noted in the Test-Adjust-Balance Report Project Summary. If a Test-Adjust-Balance Report Project Summary is not issued directly following this cover page, all measurements met the design requirements as specified by the design mechanical engineer. This project has a one-year guarantee on all Testing, Adjusting & Balancing from the date listed on this cover page. QW16 P• Don Pittser CEO NEBB Supervisor 2/13 i ! Table of contents Cover Page 4 VAV Box 5 Supply Outlet 8 RPT DWGS ..........................................................................................................11 JED BALANCEVC Cover Page FIRM: JEDI Balancing, Inc. 568 Briggs St. Erie, CO 80516 PHONE: 720-839-5333 FAX: 303-828-0768 AM #3235 #BBDD9025C PROJECT: WHEATRIDGE MEDICAL COMPLEX 3885-3895 UPHAN ST WHEATRIDGE, CO 80033 DATE: 8/21/2009 PROJECT 2009-2745 CONTACT: AUTHOR: Martin Boma NOTES: 1. Contractor: Economy/ 2. Contact: Brian Morganson / 3. Phone: UNKNOWN / 4. Email: www.economyac.com / 5. Architect: UNKNOWN / 6. Mechanical Engineer: DMCE Engineering JED] Balancing, Inc. Looking for that blessed hope, and the glorious appearing of the great.God and our Seviour✓esus Christ Titus 2. l3 4/13 i-mi VAV Box PROJECT: WHEATRIDGE MEDICAL COMPLEX LOCATION: WHEATRIDGE, CO PROJECT 2009-2745 SYSTEWUNIT: VAV-01 AREA: Test Data Max Design CFM 200 CFM Max Actual CFM 214 CFM NOTES: Tested By: Clark Stadheim Test Date: August 20, 2009 NOTES: SYSTEM/UNIT: VAV-03 Tested By: Clark Stadheim AREA: Test Date: August 20, 2009 ~ Test beta _ ' > s x Max Design CFM 950 CFM Max Actual CFM 844 CFM NOTES: I VAV-02 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. VAV-03 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. 4 #3235 #139009025C DATE: 8/21/2009 CONTACT: AUTHOR: Martin Boma Tested By: Clark Stadheim Test Date: August 20, 2009 SYSTEM/UNIT. VAV-04 AREA: NOTES: Tested By: Clark Stadheim Test Date: August 20, 2009 VAV-04 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. SYSTEM/UNIT: VAV-05 AREA: Max Design CFM 405 CFM Max Actual CFM 348 CFM NOTES: Tested By: Clark Stadheim Test Date: August 20, 2009 I VAV-05 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. ✓EDI Balancing, Inc. Looking for thatblessedhope, andtheglorious appearing ofthegreat Godard ourSaviour✓esusChrist-Titus2:13 5/13 Nj_.. #3235 #BB009025C VAV Box PROJECT: WHEATRIDGE MEDICAL COMPLEX DATE: 8/2112009 LOCATION: WHEATRIDGE, CO CONTACT: PROJECT 2009-2745 AUTHOR: Martin Boma NOTES: VAV-08 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. SYSTEM/UNIT: VAV-09 AREA: NOTES: Tested By: Clark Stadheim Test Date: August 20, 2009 ✓AV-09 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. SYSTEWUNIT: VAV-10 AREA: Max Design CFM 650 CFM Max Actual CFM 534 CFM Tested By: Clark Stadheim Test Date: August 20, 2009 NOTES: VAV-10 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV Wide SYSTEM/UNIT: VAV-11 AREA: Max Design CFM 750 CFM Max Actual CFM 418 CFM NOTES: Tested By: Clark Stadheim Test Date: August 20, 2009 VAV-11 20-Aug-09 Clark Stadheim Balanced proportionally low with the VAV wide open. JEDI Balancing, Inc. Looking for that blessed hope, and the glorious appearing of the great God and our saviour Jesus christ Titus 2:13 6 / 13 JED BALANCIZVC VAV Box PROJECT: WHEATRIDGE MEDICAL COMPLEX LOCATION: WHEATRIDGE, CO PROJECT 2009-2745 AM #3235 #BB009025C SYSTEWUNIT: VAV-12 Tested By: Clark Stadheim AREA: Test Date: August 20, 2009 gv ;Test Data; a` v ~ Max Design CFM 525 CFM Max Actual CFM 438 CFM NOTES: ✓ED/Balancing, Inc. Look/ng far thatb/essed hope, and the glorious appearing of the great God and our Saviour Jesus Christ Titus 2 13 7 3 J DL X BE C Supply Outlet PROJECT: WHEATRIDGE MEDICAL COMPLEX LOCATION: WHEATRIDGE, CO PROJECT 2009-2745 VAV-01 AWE #3235 #BB009025C DATE: 8/21/2009 CONTACT: AUTHOR: Martin Boma "System I Unit Outlet ~ Pace AK . % Fina1 ~ Design final ~ Prehm d 'Type Area -Factor ; 'Deviation \ Readig - s R a Readib Outlet-01 SD 105 100 105 186 Outlet-02 SD 109 100 109 176 Totals r ~ ':107% ` X00 r 214 3E2 ~ , . e, VAV-02 `System I Umfy ~DuNet Pace AK i/ Final ~es)gn Final _ RreI" Sype = y Area Factor -DeYaatiolt Reatli~g ~ rYReadmg Reatlmg , Outlet-01 8D 80 200 160 126 Outlet-02 SD 84 200 167 224 . TOtd15:1 EE ' 82 "/o 400 ` 327 3$0. y ,.y . VAV-03 VAV-04 VAV-05 ✓EDI Balancing, Inc. Looking for that blessed hope, and the glorious appearing of the great God and our Saviour✓esus Christ., Titus 2:73 8/13 N J BE yE phjr~.S AM v'" #3235 #BB009025C Supply Outlet PROJECT: WHEATRIDGE MEDICAL COMPLEX DATE: 8/21/2009 LOCATION: WHEATRIDGE, CO CONTACT: PROJECT 2009-2745 AUTHOR: Martin Boma VAV-07 Systeml Untt OuSlet - Face - AK %FU~aI Design i F,~nal Prehrti~'~; r = ' F t v D t ° f R R d g R di ~ ; ac or ~a e ~on rng e~t ga m ~ i eFa r g Outlet-01 SD 96 175 168 224 VAV-08 VAV-09 Syslem / UmG Outlet Face AK Final Design FinaT Preln{t r TYPe Area' ~ Factor _Aeviat~p Read~n Read n d)n + FZe' „ , j, n t; ~ a i g Q Outlet-01 SD 59 175 104 145 Outlet-02 SD 58 275 160 135 MEEK n VAV-10 VAV-11 JEDI Balancing, Inc. Looking for that blessed hope, and the glorious appearing of the great God and our SaviourJesus Christ. Titus 2.13 9/13 0 J D Njr~ L13 AM CflV 7►' #3235 #880090256 Supply Outlet PROJECT: WHEATRIDGE MEDICAL COMPLEX DATE: 8/21/2009 LOCATION: WHEATRIDGE, CO CONTACT: PROJECTM 2009-2745 AUTHOR: Martin Boma VAV-12 -,-S,y ¢m /Um& ~;0ukiel, - Face ~AK~ %Fal>!el' _ Des~gpa t, C}~pai ' B~ebm` ~ y ` ~ 3~"' ~ 'T1' ~e ~Axea r a Factor Dewahgn ? f~adm9: r(g Re~d Sr ~3 [ iJp~-r , ~...wwr , , l , , ? ~ ~y„ ~ Outlet-01 SD 79 200 158 151 Outlet-02 SD 85 200 169 103 Outlet-03 SD 89 125 111 129 A$8 r : >ti j 383 : NOTES: VAV-03 / Outlet-05 20-Aug-09 Clark Stadheim The flex is. pinched before it goes into the outlet. We do not have enough to straighten it. VAV-04 / Outlet-02 20-Aug-09 Clark Stadheim The volume damper is wide open. VAV-04 / Outlet-03 20-Aug-09 Clark Stadheim The volume damper is wide open. JED/ Balancing, Inc. Looking for that blessed hope, and the glorious appearing of the great God and oui-Saviour✓esus Christ. 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N iBgUIS NVHdn S6BE- 588E d ` ~ s X3ldWOO WORAW 3 JOR11V3HM ~ i ~ 15 x g w Lid 34 z s `c 0 ifl-R,51h z i MO1%5 x p ~ g, ~ @ Sep` o F9 4a m w: w` _ M P r zz J a J Q U Z 6r Ui f me 8 S §o- vice ga s 4 ;eyt~~ea f~I fi ~Elii jEgaf aealf~a~} p~I r11 .-aw 00 Al'3SG1 .LV3 iv IPpII I INRYq3E)VNVN 3:111 £O_LSNV dn 21V3HM 168E - If9NO L X3ldWOO0'J I tl31(13!19OI43W 300R1tl3HM i ,+ae a t 6 e N a ey tl p ` ESQ F 1H 1 rc 9 51 111 HIs ~s z g a U_ Z =b Wy io Page 1 of 1 Melissa Mackey From: Dave Brossman Sent: Friday, August 07, 2009 3:44 PM To: John Schumacher Cc: Melissa Mackey; Meredith Reckert; Russ Higgins; Bill LaRow; Kirk Cadotte Subject: 9625 W 32nd Ave August 7, 2009 Hi John - I thought I'd drop you a quick e-mail regarding Tom Wright's C.O. request for 9625 W 32nd Avenue. I was out on the site today and met with the contractor (Kurt) - who stated "the City" told him he was all done and ready for C.O. I explained to him that he might be good from the building and maybe even from the planning side of things, but he is not ready from the public works perspective. After I inspected the site, I pointed out to the Kurt that the steep, rough-graded slopes will need to be regraded to no more than a 3:1. I told him the slopes may possibly need some (ground) cover to prevent erosion. I left that call to Bill - but prepared Kurt that the request for stabilization of some sort may be forthcoming upon Bill's inspection. Right now there are 2 locations in the backyard and 1 area on the east side which will certainly need to be modified, by either regrading or by the construction of retaining walls. In addition, I told him they will need to have a hard-surface connection to the sidewalk, comprised of either asphalt or concrete. The first 25' from the roadway will need to be constructed as required by City Code, and he will need to pull a ROW Construction Permit from PW prior to doing the work. I provided Kurt with a copy of the Code section stating this driveway requirement. I made it quite clear to the contractor that all of these issues will need to be completed in a satisfactory manner and re-inspected prior to PW sign-off on the C.O. (I told him 3 times - so he can't say he never heard it). D. David F. Brossman, P.L.S. Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office and Fax: 303-235-2864 www.ci. wheatnndd e co.us y}dr City of Wheatd PUBLLc WORKS Please consider the environment before printing this e-mail CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. 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Thank you. 8/14/2009 E ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: i' Job Address: S' AV. °`'>IvAr✓ Permit Number: L~70 r E/Z 7- ❑ No one available for Re-Inspection required: "When corrections have bi Date: DO NOT Time AM/PM No NOTICE at 303-234-5933 ♦ i CITY OF WHEAT RIDGE r Bung Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: F/,'a Job Address: Permit Number: 0:?t5~ 7 ❑ No one available for inspection: Time AM/PM Re-Inspection required: e No When corrections have been made, call for re-inspection at 303-234-5933 Date: ? 1 d Inspector: 2 -K DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: eF.G- JobAddress: w, ,F?.vim r*rlf Permit Number: ®7 K'97 ❑ No one available for inspection: Time ,'JS AM/PM Re-Inspection required: es o" "When corrections have been made, call for re-inspection at 303-2345933 Date: ZZz>/e-' Inspector: DO NOT REMOVE THIS NOTICE 'Add Unit Page 1 of 1 Home Correction Notices Plan R_e_views View/Add/Edit Uip is Synchronize Data Reports Administration Log out You are currently adding a new unit Please complete the form below and click the "Create New Unit" button when you are done. er. rst. p Last. W'/7 Owner Email:.:.. Owner Office Phone Number: 9~ 3 q6 G'1 Uj Owner Cell Phone Number: 3c,3 5Iq ~ 213 2 6l Building Notes: Jurisdiction: WHEAT RIDGE Building: residental. Address: 9625 W w32nd ave AVE Building-Assigned Unit Number: DRCOG Unit Number (Bar Code): Type of Unit: Residential Elevator Holstway Unit Class: Residential Inspection Period:: Tan ]ul Primary Inspector: Chouinard, Bill yy. ,u- own • P F h Status: ACTIVE . Capacity: C7610 Speed: Iq 0 _ Landings: Date installed: '7~ 9! O j oruwddryyyy7 . ``t3E~3te stew Un)~ Version 4.2.1.06041 Bill Chouinard I Copyright 2006-09 Denver Regional Council of Governments hq://Iocalhost/tableVUnits/AddUnit.aspx?BuildingID=DL25&JurisdictionlD=SA23 7/8/2009 'Inspect Unit Page 1 of 3 Home Correction Notices Plan Reviews View AddEdit Units Synchronize Data Reports Administration Log out Use this form to complete your inspection. Click the circles and/or record violations using the Pencil graphic. _ You may also use the gray buttons for other options. Inspection Date 7/8/2009 Building Assigned # 1 Bar code # Address 9625 W w32nd Eve AVE Type of Unit Residential Elevator Hoistway Type of Inspection Acceptance Inspection Status In Process ~ ~ev(Sn#~C;ec,Eicnls E~riYer Tn`epeptiP~N„otas .pdit~lfn`~n r^N-~o-s°e~s^h~7~-I-nsBectFon`a -.Check Condition - Violations/Concerns Checklist Collapse se C`OK (-NOT OK O-MT DONE rN/A >Are all Sheave wheels properly '~POK (-'NOT OK (~_NOT DONE rN/A mounted and secure? [Enter Note] i >Are gate tracks clean and free of "%rOK (-NOT OK O NOT DONE (_N/A debris? [Enter Note] >Are the call-sends and assoclated"WOK (-`NOT OK r'NOT DONE rN/A Slk wiring securely mounted to the Wall? [Enter Note] >Are the guide rails secure and 'OK (-`NOT OK ''NOT DONE (''N/A properly mounted? [Enter Note] >Are the limit switch shoes, sensors, and switches securely mounted? [Enter_Notej FOK (-NOT OK (F 'NOT DONE rN/A >a the wire ropes worn [Enter ('OK t.. NOT OK O NOT DONE WN/A Note] ,Ilk S-k 'Ilk >Are the wire ropes worn? LEnter rOK C`.NOT OK (F''NOT DONE VN/A Note] >Call-Send buttons operate [Enter _'0OK rNOT OK ONOT DONE ("'N/A Note] >Call-Sends and associated wiring "WOK rNOT OK is securely mounted to the wall [Enter. Note] >car fails to run with the Hoistway "fOK CNOT OK doors open rEnterNote] (FNOT DONE ("-N/A - t •NOT DONE ("N/A 11 http://localhost/tablet/Perfomffiispection.aspx?CheeklistItemlD=SA 131 &ParentChecklistlte... 7/8/2009 Inspect Unit >Car Safeties operate without delay ~OK CNOT OK 0-NOT DONE and release on upward movement of car [Enter Note? (_N/A > car safeties operate without (-OK (-NOT OK delayd release on upward movemen f car? [Enter Note] >DO slack cable and machine C`;OK rNOT OK function properly removing power t to power the elevator system? [Enter Note]. - >Do the call-send buttons WOK rNOT OK Operate? [Enter Note] >Do the gate switches stop the car 'WOK rNOT OK when the gate is opened? [EnterN_ote] >Do the hoistway doors unlock onl '1(S - y OK NOT OK ( when the car is In the landing zone? [Enter Note] 0-NOT DONE rN/A PNOT DONE 07NOT DONE rN/A SNOT DONE rN/A S'NOT DONE rN/A >Does:the car. run-down when the__-'lSOK rNOT OK O'NOT DONE ' - rN/A' down button is pushed? [Enter Note] . >Does the car run up when the up~OK rNOT OK ''NOT DONE (_N/A button is pushed? [Enter Note]. >Does the car run with the hoistwa~OK (-NOT OK "NOT DONE rN/A doors open? [Enter Note] >Does the car stop at floor level on "WOK rNOT OK f7,NOT DONE rN/A all landings? [Enter Note] >Does the car stop when the stop '-6'OK rNOT OK 07NOT DONE rN/A button is pushed? [Enter Note] sk 1*1 >Does the overrun switch operate OK ('NOT OK 0-NOT DONE (7 N/A IqL removing power from the driving machine? [Enter Notej >Gate Switches stop the car when ' GCOK (-NOT OK MNOT DONE CN/A the gate is opened [Enter Note] - >gate tracks are clean and free of OK rNOT OK r-'NOT DONE CN/A & debris [Enter Note] . > a member of the household rOK rNOT OK OPMT DONE (7 N/A been I rutted on lowering the car in case o mergency? [Enter Net,] >has member of household been WOK CNOT OK t+NOT DONE r'N/A T ` instructed on lowering the car in case of emergency [Enter Note] >Is general wiring secure and in [:OK rNOT OK CNOT DONE rN/A~ good condition? [Enter Note] >Is machine properly mounted and'-'gOK CNOT OK rtNOT DONE (,N/A ` secure? [Enter _Note] http://10calhost/tablet/Performinspection.aspx?ChecklistltemID=SA131 &ParentChecklistlte... 7/8/2009 '1~a Page 2 of 3 N , . Inspect Unit Page 3 of 3 >Is pit clean of debris? L_nter Natal ~-OK (-NOT OK G_ NOT DONE (-N/A -`W. (-NOT OK (--NOT DONE (-N/A I+5 >Is the brake clean and operating properly? [Enter Note] ave Wheels are properly (-OK CNOT OK O''NOT DONE (-N/A oun and secure [Enter. Note] Brake is clean and operating COK (-NOT OK 0-NOT DONE (''N/A "Y" [Enter Note] F > ack Cable and Machine Limits COK (-NOT OK !NOT DONE CN/Au, func n properly removing power to 2 the ele for system [Enter Nolte] butt' n is pushed and down when the down button Is pushed [Enter Note] >t car stops at floor level on all (-OK (-NOT OK 0-NOT DONE (N/A , lands s [Enter Note] > he Guide Rails are secure and (-OK (-NOT OK (FNOT DONE fN/A ~Ik prod~~'ly mounted [Enter Note] > stway Doors unlock only (-OK CNOT OK Co NOT DONE (-N/A whehoet' car Is in the l anding oer Note] > e Limit Switch shoes, sensors, COK (-NOT OK reSNOT DONE (-N/A an witches are securely mDun d [E_nter Note] he machine Is properly mounted COK (-NOT OK t7NOT DONE (-N/A S41 an ecured [Enter Note] Overrun Switch operates COK CNOT OK 6-NOT DONE CN/A ``k remo g power from the driving machine Enter Note] > re is generally secure and in (-OK CNOT OK ttFNOT DONE CN/A goo onditlon [Enter_N1te1 External Fund ('OK (-NOT OK fFNOT DONE CN/A Version 4.2.1.06041 Bill Chouinand I Copyright 2006-09 Denver Regional Council of Governments http://Iocalhost/tablet/Performinspection.aspx?CheeklistItemlD=SA131 &ParentChecklistlte... 7/8/2009 e car runs up when the up > C'OK ("'SNOT OK O NOT DONE (-N/A ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 F INSPECTION NOTICE Inspection Type: Z57 _ Job Address: Aklfe Permit Number: rlc ❑ No one available for Re-Inspection required: Yes *When corrections have been ma e! Date: Inspector: DO NOT REMOV for AM/PM at 303-234-5933 S NOTICE 4 ♦ i CITY OF WHEAT RIDGE Building Inspection Division f (303) 234-5933 Inspection line r(303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: y, Job Address: Permit Number: - y/ " G ,r_2!z ❑ No one available for inspection: Time AM/PM Re-Inspection required: No When corrections have 6nM.1, call Date: 1`? Inspectok:! t i at 303-234-5933 ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: 9 Z,, Permit Number: /Q ~Af1lo` L ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes jIfor "When corrections have been made re- nspection at 303-234-5933 bate: InspectoDO NOT REMOVE THIS NOTICE -(T~ IT- t,,,, IV, ~C)VVl ~c ems} e ; O~J cp,) i -z 109, CAA,Ai- e~ " 1 City of Wheat Ridge Res. New SFR PERMIT -070007 PERMIT NO: 070007 ISSUED: 01/05/2007 JOB ADDRESS: 9625 W 32ND AVE EXPIRES.: 06/11/2009 DESCRIPTION:` New Single Family Residence (3872 sq ft) CONTACTS owner 303/399-9947 Thomas S. Wright sub 303/776-2752 Shawn Anders 08-0226 Tropical Comfort Services LLC sub 303/862-6777 Bill Mazowski 02-1663 Ben Franklin Electric sub 303/619-1075 Kane Upchurch 09-0004 Home Stead Heating and Air sub ; 720/938-0002 ChristopherCordova 02-2341 Advance Mechanical sub 303/458-8773 01-8139 M K Roofing', Inc. sub 303/289-7400 Paul Maes 09-0020 Amaesing One Plumbing PARCEL INFO ZONE CODE: UA -USE: UA SUBDIVISION:0627 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 540,612.00. FEES Engin. Review Fee 150.00 Extend Expired Perm. 2,335.42 Grade/Fill !Permit -23.50 Misc. Fee 2,228.67 Permit Fee 4,457.33 Dim Plan Review Fee 2,8.97.26 Plan ReviewAddtiona ;.122.00 Plan review Addition 61.00 Total Valuation .00 Use Tax 9,731.02 TOTAL 21,986.20 Conditions:` **NO EXTENSIONS AFTER 11/12/2009** 09/05/08 Revision for site plan turned in. Given to JS for:. review ~oF""E'rP,o City of Wheat Ridge Building Division Date: G(,t f b"f . m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan 0 o Inspection Line: 303-234-5933 ~toRP~ Permit s Building Permit Application Property Address: 3 [v Property Owner (please print): r»V /,yl I 3-111-- Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: ;7 c ~f„2 ~G Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: / Approval: Approval: Use of space (description): Lj~ivo/ ft°/i~rv` Construction Value: $ /fol% ~O Description of work,: calculated per the Building Valuation Data sheet) Plan Review (due at time ofsubmittap: $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESEN E WNER) (CONTRATOR) PRINT NAME: /0~ 5~~~~~5/✓✓~3S/ SIGNATU~ Date:" E ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line - J (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: !'reQ7S~ Job Address: 925° asv~,gzj~ Permit Number: 0; X07 7a rs~ f kk P .sofa `4- Oat c ¢sv®~~f~ ia~~ S1,ze. as-: A-11 XA--&14c,2,n0Q r, f llh-P-P 9~d Leo G} lvPlh/~ uats2ar,/G isr/S„~~ . Ira} ~/Y~c'z~nsrr£ ' ;~l,~v'~ t10~~✓i s > ~i If~ /~~~sP~F?`~ i°G'syfJl ~'X{~ySf ~ fla7r~~ ,w L'/~Sc~ 7°" ❑ No one available for inspection: Time A2: yy AM/PM Re-Inspection required: es No ro "When corrections have been made, call for re-Inspection at 303-234-5933 Date: &Ailo17 Inspector: DO NOT REMO(/E THIS NOTICE ,qF0V&7 ® ♦ i CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: avg. nes,J Job Address: Z~,R5:' cJ>. - Permit Number: L~~y tea. zar , ap a ~ C,-"// &z:rja A°'p/- 2 G` o-~£' / t~~ - r 7 f7~ ~e~r~//oLn g2Fr/i_..4>f5-t7 Ss.:el7 n.'t.s/r ~~~t7-~tf/r a3 ~ £ of /8,P . rt Re-Inspection required: Yes No *When corrections have been made, call for re-Inspection at 303-234-5933 Date: ~ seo~ Inspector~, a DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division ~Cq~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax iU e INSPECTION NOTICE Inspection Type: eovR nr5ev Job Address: c;P,Z 2S w . 7Zw a 46 Permit Number: 07482.,0'7 30) 1~g!.'rsfea ly'/v y 0 IfA165 sn 411 lJ+4 refs ,9s/721 e. tg3 if~wL sxi~~ 72?,.w 4%,' Z !r OT 6~ ❑ No one available for inspection: Timed V5S AM/PM Re-Inspection required: :j~ No *When corrections have been made, call for re-inspection at 303-234-5933 Date: g , ilof Inspector: AZ,e i DO NOT REMOVE THIS NOTICE X--< AV11eAA!6 31~ a7~tcS v ~~~`l~Ai✓ sDAh ,%2w ®tlrXXySEE3 0~7~/°' , CITY OF WHEAT RIDGE g> Building Inspection Division a (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax Q~ INSPECTION NOTICE Inspection Type: 1;%691"F.CV Job Address: Fe25 ~ . D Permit Number: 073 7 ZY) r ia?Flf7E ~Lc ' aiy7 5 pns AA6// v?fRv 4 ,SQI) ePrrN sPG.~/i'.ttt"c'~SS aza eo,6fi .-f- .~',~f'SZ~'~,•a~ rS .~s~' r.~uS~• 3? r Ed1/I/ 1l'✓,•a~S.dl ~/P.`e"7i/Y/z✓f1 Y' /J'L!./~!G !..°f1 /F f-~ O", fFJ.'E!J f/1/.~ °PI edst BS. off. r!~ ~Ga6+.s'~" ~J.~s1/dsP6re L+~Ts~r`~.6~5.P~ DAn'~ " ❑ ,No one available for inspection: Time 12.`3'S AM/PM i Re-Inspection required: No "When corrections have been made, call for re-inspection at 303-234-5933 Date: r f Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Far INSPECTION NOTICE Inspection Type: a4~N. ; ~,IZ, Job Address: VZI25 W, Permit Number: ~E ❑ No one available for inspection: Time ;rD AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: 2_ Inspector: - DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line J (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: C16,~r2 l(l • -2'O' A-Ve . f ! ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes (CO When corrections have been made, call for re-inspection at 303-234-5933 Date: t Inspector: I i DO NOT REMOVE THIS NOTICE t ♦~~4' PERMIT NO JOB ADDRE7 CONTACTS er 303/598-2929 Thomas Wright 800/735-0408 Larry Hyde PARCEL INFO E-CODE: UA DIVISION: 0627. FEE SUMMARY rmit Fee an Review. Fee tal valuation e'Tax TOTAL 3itions: ject to field inspections The residential elevator 09-0014 Advanced Lifts & Elevators Inc USE: UA sBLOCK/LOT#: 0/ ESTIMATED PROJECT VALUATION: 27,700.00 FEES 548.09 356.2 . 00 498.60~~'J 1,402.95 'sl y this permit application are accurate, and do not violate applicable Ridge or covenants, easements or restrictions of record, that all that I ,have read and agree to abide`. by all conditions printed on this compliance with. the Wheat Ridge Building Code (I.B.C) and f. all other permit. Plans subject to field inspection. date sions set forth in your application and is subject to the laws of the Building Codes of Wheat Ridge, Colorado or any. other applicable to Requests for an extension must be received prior to expiration n of the Building Official. d for a fee of'one-half the amount normally required, provided no lansand specifications and any suspension or abandonment' has not suspension or abandonment: exceeds one (1) year, full fees shall e the natural flow of water causing a drainage problem. ty four (24) hours in advance for all inspections and shall receive ng with successive phases of the job', s and specifications shall not be construed to be a permit for, nor the building codes or any other ordinance, law, rule or regulation. a City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Date: U Plan #:N C,0-9-E Permit#: Property Owner (please print): T o n l > 1u44D- Phone: 303 -5,q8 -tea J Mailing Address: (if different than property address) Address: City, State, Zip: JJ 'II,, w-a ctow: ~u(l (l(P 1 t S ~,I~IIG ~b (,P, 1ltY~l tk~riYLP, / {A ~ Contractor License Phone: Electrical City License Company: Exp. Date: Use of space (description): _ Mechanical City License Company: Exp. Date: f Construction Value: $ L/1 ( (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ 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, miss 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 Wheal Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (OWNER) CONTRALTO or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME:Il/t~ M. Peel) SIGNATURE: 6,D In, Date: l ~3"J9 Plumbing City License Company Exp. Date: T O v v Kl WORK BY OTHERS Hnrcrwev AHOISTWAY SHALL BE PROVIDED & BUILT TO DIMENSIONS SHOWN ON SHEET E-3 & E-4 OF DRAWINGS, SQUARE AND PLUMB TO Y4" ENTIRE HEIGHT & WIDTH OF SHAFT. &BACKING SHALL BE PROVIDED THE ENTIRE LENGTH OF SHAFTWAY AS SHOW ON SHEET E-3 & E-4, &OVERHEAD CLEARANCE FROM TOP MOST FINISHED FLOOR TO FINISHED HOISTWAY CEILING AS SHOWN ON SHEET E-4 MUST BE PROVIDED. Q4 HOISTWAY DOOR WALLS SHALL BE OF 2X4 CONSTRUCTION WITH %8' DRYWALL INSIDE AND OUT, AS SHOWN ON SHEET E-3. ®HOISTWAY DOORS PROVIDED BY OTHERS AND INSTALLED PER CENTERLINES SHOWN ON SHEET E-3. DOOR CASING INSIDE HOISTWAY CANNOT PROTRUDE MORE THAN AS SHOWN ON SHEET E-4. AW - 35" PIT MUST BE PROVIDED FROM LOWEST FINISHED FLOOR TO BOTTOM OF HOISTWAY PER SHEET E-4. ®HOISTWAY & EQUIPMENT LOCATION MUST BE FREE OF RADIANT FLOOR HEATING, SEE ADDITIONAL NOTES ON SHEET E-4. ELECTRICAL Qi 240V 30 AMP SINGLE PHASE DEDICATED SERVICE SHALL BE PROVIDED TO THE ELEVATOR. CONTROL PANEL PER SHEET E-5. ❑z 120V 20 AMP SINGLE PHASE DEDICATED SERVICE SHALL BE PROVIDED TO THE ELEVATOR CONTROL PANEL PER SHEET E-5. QQ LOW PROFILE LIGHT TO BE INSTALLED AT OR NEAR TOP OF HOISTWAY. LIGHT SWITCH TO BE IN HOISTWAY ACCESSIBLE FROM TOP MOST LANDING DOOR AS SHOWN ON SHEET E-4 & E-5. ❑ PHONE LINE SHALL BE PROVIDED TO OR NEAR ALL OTHER ELECTRICAL PULLS AS SHOWN ON SHEET E-5. Ms CONTROL PANEL LOCATION TO HAVE ADEQUATE VENTILATION (PROVIDED BY OTHERS) TO MAINTAIN AN OPERATING TEMPERATURE OF 350 - 1150 F © (2) 3" CONDUIT FROM CONTROLER LOCATION TO TOP OF HOISTWAY. SWEEP ALL BENDS NO 900 BENDS CAB & FINISH * ALL CAB CHOICES AND ANY MATERIAL(S) BEING SUPPLIED FOR THE FINISHES OF THIS PR03ECTS CAB MUST BE PROVIDED A MINIMUM OF 10 WEEKS PRIOR TO THE INSTALLATION OF THE ELEVATOR. ti KEY.' A 0 REFERENCE FLAGS CORRESPOND TO DRAWINGS SEE WARNING/INFORMA7701V FLAGS ON SHEET E-2. V a? 100440 THE ELE 4TOR COMPANY WRIGHT Advanced Lifts '1 A o W. 32r~n ~,ve www TheEle,ot orCompon F I N A L WiFAVd C CO[ OF-'DO . y.wo 1-800-735-0408 821E C PARK MEADOW~ DR 303-841-1663 EVOI unoLi I"CSIVBNi'F, fLE\,90E rU KDILLN@ . IONS TREE, CO 501 80124 24 FAX 303-841-1482 DRAWING INOtJ G1 Jil LTC REVOLUTION RESIDENTIAL ELEVATOR ENGINEERING SPECIFICATION SHEET THESE DRAWINGS REFLECT OUR INTERPRETATION OF THE INFORMATION THAT HAS BEEN PROVIDED. AFTER REVIEW, >LEASE CHECK THE APPROPRIATE BOX AND SIGN TO AUTHORIZE COMPLETION OF THIS ORDER. * CAR STOPS: 4 * TRAVEL SPEED: 40 FEET PER MINUTE. * GATE: (1) TAMBOUR (POWERED) * DOOR LOCKS: EMI (0) LH (4) RH * CAR WEIGHT: 800 LBS. * RATED CAPACITY: 950 LBS. REVOLUTION - GEARLESS ti * GEARLESS 44 POLE PERMANENT MAGNET MOTOR WITH NEODYMIUM MAGNETS. * 3/ HP AC MOTOR, 230 VAC, 5 AMP FL AND 10@ PEAK. * 230 VAC SINGLE PHASE, 60 HZ OR 50HZ, 20 AMPS POWER SUPPLY. * ONE BRAKE FOR 125% OF CAPACITY, 100V DC COIL WITH ADDITIONAL INHERENT FAIL SAFE MOTOR BREAKING SYSTEM. * SPEED MONITORING GOVERNOR AND SAFETIES. * EXTRUDED STEEL 12 ROLLER SLING SYSTEM. * COUNTERWEIGHT SLING WITH 4 SLIDING GUIDES. * DRIVER SHEAVE: 2 CABLES %8" STEEL CORE. * CLASS F INSULATION, TEMP RISE CLASS 80 DEGREES C. * ENCODER 1024/UVW CHANNELS, 5V. * SERIAL LINK COP AND STATIONS. * FULLY AUTOMATIC OPERATION, SELECTIVE UP & DOWN. * FLOOR SELECTOR. * BI DIRECTIONAL LEVELING. * CAR LIGHT TIMER. * SPEAKER TELEPHONE STANDARD. WARNING FLAGS I a 100440 WRIGHT THE ELE V TOR COMPANY Advanced Lifts FINAL Avr C Th l ,/I ,VII e C~LOI lIL www. eE evol orCompon y.com 1 B00-'35-Oa OE ~ e j R TT Y"I 111 I kE51" t 11 IT, A" JSp Vlui 8216 E PARK M~ADCAVI OR. 30..-841- -663 LODE TREE, CO 601 8012244 ,pk 303641-1482 62 {J D■K f N fAif I_ !dl .~I h.P k. _tLCll I alt ~ tt`61 :-'io-- PLAN VIEW & HOISTWAY 55Y2' 27 FINISHED HOISTW273/4" RAIL CENTERLINE 23" 222' d 4 a va a ° .y ti a a R 1~ 3T ~r _o " 11.4 v A SQUARE/FOOT z FINISHED CAB LL III I ° o' WF I 4 a - 7" 36" 6 2 ffF 36" 28" DOOR CENTERLINE T DOOR SWING EMI DOOR LOCK SHAFFWAY DOOR ° DOOR FACE TO 8E' T 3" MAX FROM 3, -2/2' "a • e :.a FINISHED HOISTWAY SILL j'. .4 1" R.C. -PLATFORM EDGE CONTROLLER & BBU FLOOR: 4 REMOTE FEET: 0 BBU LOCATION: TOP FLOOR HOISTWAY DOORS SIZE: T-0" z 6'-8" THE ELEV/IjTOR COMPANY 900440 WRIGHT Advanced Lifts ' o62 W.,2wy ?NE A L \Mi aPII2uC CO Or/ 00 www. The Elevator Compony.com T- 1-B00-~35-0409 fE VIII JF:.~ItS il.--J 1V .`I .~li E21E E PARK MEADOVIS OR. 303-841-9663 LONE TREE, CO 801 8012424 FAX 303-841-1482 e2 DRAWING _ L ,V C v I.1~ut l Li' H ISTWAY & PIT x w F V J f O D k LL ❑3 LOW PROFILE LIGHT a w 0 3 HOISTWAY LIGHT SWITCH DOOR LOCK II I " MAX 0 DOOR CASING-IJA, K K O LL Q m LL' w O 0 LL O ~ a HOISTWAY REQUIREMENTS *RAIL BACKING CAN NOT EXCEED 12 UNSUPPORTED VERTICAL FEET PER SECTION. *HOISTWAY SHALL BE FREE OF ALL PIPES, WIRING & OBSTRUCTIONS NOT RELATED TO THE OPERATION OF THE ELEVATOR. *FLOOR JOIST CAVITIES MUST BE SOLID FILL ON RAIL WALL. *USE'," SHEET ROCK INSIDE AND OUT OF HOISTWAY. 5/8" DRYWALL "HOISTWAY MOTOR ACCESS HATCH MAY BE REQUIRED, CONSULT INSIDE ENTIRE LOCAL AUTHORITIES TO ENSURE COMPLIANCE WITH LOCAL AND HOISTWAY STATE LAWS. 120" OVERHEAD 401" TOTAL CAR TRAVEL COUNTERWEIGH T SYSTEM SO" PIT DEPTH 531" TOTAL HOISTWAY *THIS HOISPNAY DRAWING AT LEFT IS A TYPICAL VIEW FOR REFERENCE IN CONSTRUCTION& TERMINOLOGY ONLY, IT DOES NOT REFLECT THE ACTUAL HOISWAY DIMENSIONS SHOWN ABOVE AND ON SHEET E-3. MOTOR ACCESS HATCH ` RAIL DETAIL r~,s 1 (24' X 24"MAX) p~J BACKING TO BE ACCESS HATCH " ! ENTIRE LENGTH . OF HOISWAY d BEHIND aI DRYWALL RAIL REACTIONS HOISTIWAY ACCESS BY CAPACITY . HATCH TO INCLUDE (PER RAIL) LOCKING DOOR WITH 950# CAB I OPEN/CLOSE I ELECTRONIC j; RI = 110 lbs. MONITORING DEVICE R2 = 350 lbs. Y2" WOOD LAGS R3=3,900lbS THROUGH RAIL UIREMENTS Q PIT BRACKETINTO H - MONOLITHIC FLOOR SLAB TO BE CONSTRUCTED. AS FOLLOWS: BACKING CAB SLING I I RAILS POURED/STUDWALL TO BE -I I,'--~-- FLOOR FLUSH & PLUMB ENTIRE LENGTH OF HOISTWAY . ` T LOAD (A) PIT DEPTH SINGLE MAT OF #5 REBAR O.C. EACH WAY. Y. SPACING (C) THICKNESS (B) REF: PLAN VIEW --I A 6800 LBS IMPACT 4900 LBS STATIC B 12 C 18 -ENGINEERING ASSUMES MINIMUM SOIL WORTHINESS PER IBC CODE )1 cill O? 100440 THE ELE 74TOR COMPANY WRIGHT Advanced Lifts G f~ _ 1J12 f,uF FINAL www. The ElevotorCompony. com 7 7 1-600-735-0408 8216 E PARK KEADOWS CF,. 303-841-1683 LONE TREE, , CO 8D124 24 FAX 303-841-1482 R.e Y R A ~i I N//~${ iR I'IVOI III I:F Iq_Pl l Ll -Watt fSN_Ir L,~.GIN / / L LFU.IICi. b9 ~1 CONTROL PANEL ELEVATOR CONTROL PANEL ❑ 35°-115° F OPERATING TEMPERATURE AS TO ELECTRICAL SHOCK & FIRE. ANSI-ASME A17.1 & CAN-CSA 844.1-ASME A17.1 TOP OF HOISTWAY (BY OTHERS) y LOW PROFILE HR- LIGHT & SWITCH 3 (BY OTHERS) 120 VAC, 20 F.L. HR AMPS, 3 WIRE,-60 2 HZ, SINGLE PHASE (BY OTHERS) 240 VAC, 30 F.L. AMPS, 3 WIRE; 60 HZ, SINGLE PHASE &(2) STANDARD 1 4-SQUARE BOXES (BY OTHERS) HOME RUN BATTERY UNIT BB 1>tt 55iiH1' :f°°' @5 ,I, Il~,,llli ~ J'a r 44" i t i V CA S3.~ 100440 WRIGHT THE ELE IjTOR COMPANY Advanced Lifts FINAL , F,C \Nff/ III ~ ~'I-Ok/J,C we w. The E[evat.,Company.com 1-600-'35 008 LONE iREER GO 801044Y5 ER FAX 303-841 9<82 Q R A I N , t II 1 U<4, F J5 C Lt's *CONTROL PANEL SHOULD BE LOCATED ON THE TOP MOST FLOOR COMMON TO A SHAFT WALL. (ASK ABOUT ADDITIONAL CHARGES TO LOCATE THIS PANEL ELSEWHERE.) *BATTERY BACKUP UNIT TO BE LOCATED IN THE MECH. ROOM OR NEAR THE CONTROL PANEL. ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE ❑ No one available for inspection: I i ne AM/PM i Re-Inspection required: Yes jN When corrections have been made for re-Inspection at 303-234-5933 Date: Inspector. 4k 1 DO NOT REMOVE ~f41S NOTICE Inspection Type: a v A, ) Job Address: 5;° z, s" le.), 3z y", A!& "S- Permit Number: ,J~ `7 i CITY OF WHEAT RIDGE Building Inspection Division 1110111 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: D)A%S Job Address: 9.25 f.>. 'SSwn ~i/f Permit Number: e97gYx~T ,411 f7ke X!FpT 3 s! vJl ~Alirv~S ❑ No one available for inspection: Time o AM/PM Re-Inspection required: (lea? No When corrections have been made, call for re-inspection at 303-2345933 Date: inspector:1 e DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~trto®S - A07%.AL Job Address: 57G.2 5 &a, Z2 wo AVS Permit Number: e7.9,qo7 A 3 3° dF'"/! '9rrSCG''~,V ❑ No one available for inspection: Time 4e., ; 9'V AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: ILF417 Inspector- Ag; G DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division LJ//~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: QW_<-2 L Job Address: 745U,5` w, YZ r4;i f Permit Number: r o0sa:Z A ,P L%_ G/K ❑ No one available for inspection: Time AM/PM Re-Inspection required: ' e~ No When corrections have been made, calf _forrrre-Inspection at 303-2345933 Date: G A Inspector: i DO NOT REMOVE THIS NOTICE E Y ❑ No one available for inspection: Time leZIP AM/ M Re-Inspection required: Yes No When corrections have been, made; call for re-inspection at 303-234,5933 s Date: _744 Inspector: D rJz , DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE ~-r Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: i4'~°ra'r ° rOA6,071-wi Job Address. ` w, !P't-e Permit Number: ry-`t9eqr97 .~i~irJd-~G/EG~ C✓~ ~l-0^.1«. e'~2'G°~r~' Qail~ f ❑ No one available for inspection: Time <~o AM/PM Re-Inspection required: Yes No 6 "When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~c f„ r= ®/r fi Job Address: ;~G S ur , ~4~iF Permit Number: ro ~c~l2T f i ❑ No one available for inspection: Timed 35; AM/PM i r Re-Inspection required: Ye o t "When corrections have been made, call for re-inspection at 303-234-5933 Date: ' 2Y ° Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:/ ~7T2/~iz Job Address: '9/ 7_ _1 Permit Number: 42 ,27~ % z El No one available for inspection: ime AM/PM Re-Inspection required: Yes /No' "When corrections have been mace, Fall r re-inspection at 303-234-5933 Date: Inspector: _ DO NOT REMOVE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /~lJ ~p .Yj Job Address/Permit Number: , 32 +f D ❑ No one available for inspe tion:, Time Re-Inspection required: Yes No~ When correction have been made, call for re-insp Date: Inspector. - DO NOT REMOVE," TH ~A 303-234-5933 ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 5 _ t Job Address: 9 ®~S 6e n cl r Permit Number: G all ❑ 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 L Date: d Inspector: DO NOT REMOVE T IS NOTI 5 ♦ i CITY OF WHEAT RIDGE Building Inspection Division lop (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: & P G rl Job Address: 2 C .;a 5- k-~ 3.2 r Permit Number: j'~bn s ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-2345933 Date: 2 Inspector: iz 14,- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE V, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: L~~_CSC Job Address: 9 l 5° LO i Permit Number: ~:2 0<9 7 ❑ No one available for inspection: Time Re-Inspection required: Yes No "When corrections have been made, calf for re-inspection at 303-234-5933 Date: Inspector: DO NOT 77 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: t PU- Job Address/Permit Number: WZS 3 ?w® e i~arl~ v7 ~01.k 7 6 All ~F 411 02i~ -i s'I - e3 i± ❑ . No one available for inspection: Time AM/PM Re Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-2345933 3 : fInspector: Date: s : r <a ' DO NOT REMOVE THIS NOTICE rte ~ a 3 `1 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Cx ~Ti'~ f Job Address: Permit Number: ❑ No one available for inspection:,-dime AM/PM Re-Inspection required: Yes /Nbi ff "When corrections have been mad 1 call for r Date: Inspector: DO NOT REMOVE at 303-234-5933 NOTICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 6,84WI6 - AXZt7`1,,fi Job Address/Permit Number: 1, _7!~ cr,. y r of f rr~ is ~r.J / - e~k ❑ No one available for inspection: Time ;r, i e,<' AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: r7~ Inspector: r DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: {~d rrAG Job Address/Permit Number: ddr.~J 6"~ Gx..e-.DL rtp.G.. .i a~ T L.. J,~."`AIC~ x-x'S'7'- ❑ No one available for inspection: Time 1; ac AM/PM Re-Inspection required: "Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: „/,f 7 Inspector: DO NOT REMOVE THIS NOTICE ♦~~4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /`-'0 Job Address/Permit Number: W f 5 w, 7 ALE!Fa Z2 <4a 4j,L icux,-rw f7/J£•f-1 s-r-» ? i'2,l7~i f✓,-`~ ..zr :i' < _ r~i~_ ❑ No one available for inspection: Time Ica AM/PM Re-Inspection required: Yee No When corrections have been made, call for re-inspection at 303-234-5933 Date: c kz /f> 9, inspector: DO NOT REMOVE THIS NOTICE ♦114' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: P r Job Address/Permit Number: ~G2S zoo ,ter RAO r'aasrPl877~ ~~~✓7 E>'a~.~l~cau7 ❑ No one available for inspection: Time 11S AM/PM Re-Inspection required: "Yes No When corrections have been made, call for re-inspection at 303-234-5933 r° Date: 411 Inspecto5,/,;, J DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ?K9a_ w . 3ar. S~r.Sr❑ No one available for inspection: Time ,f Ve AM/PM Re-Inspection required: 'Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: r e~ Inspector:! DO NOT REMOVE THIS NOTICE ~A CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 14 f+,(oa. Job Address/Permit Number: 2K25 w. 3V.yy 6e~7 No one available for inspection: Time AM/PM Re-Inspection required: No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ►~41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: max' d31,~rv 1 .yids' --V Job Address/Permit Number: uo, i2wJr r~~~ra tr e ❑ No one available for inspection: Time '49 AM/PM Re-Inspection required: dRP_,)_No When corrections have been made, call for re-inspection at 303-234-5933 Date: ®Cf a Inspector: , , DO NOT REMOVE THIS NOTICE 1 / CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:G Job Address/Permit Number: le'), z_x ~ ❑ No one available for inspection: Re-Inspection required: 'Yes INc When corrections have been made', c Date: / Inspector: r CITY OF WHEAT RIDGE Building Inspection' Division /(303) 234-5933 Inspection line 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: l~G~rL~i Job Address/Permit Number: ~ Z_ -.5- C- 07G/~ ('tea Z rz_ ❑ No one available for inspectio Re-Inspection required: "Yes When corrections have been maje Date: h~ Inspector: DO NOT REMM Time AM/PM for r?-inspection at 303-234-5933 i MS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE X / 6.70007 Inspection Type: Ye:cL4 l~~ r / " Job Address/Permit Number: 16 Avg., ❑ 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: (J Inspector: (z~ - DO NOT REMOVE THIS NOTICE - _ ~ CITY OF WHEAT RIDGE ~6 04 '010- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:Z~ 171Z.~ ~Z- Job Address/Permit Number: J57/Z~ - ,fiz~T s i rt ~V j A 71 f ❑ No one available,1,6r.ir5gpectionxTdne AM/PM Re-Inspection required: Yes fro d 'When corrections have been made, call or re;i pection at 303-234-5933 f r` Date: Inspector: DO NOT REMOVE HIS NOTICE T, . CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE a Inspection Type:e_,_,--11~-, nil/za Job Address/Permit Number: 4~ezJ 3~Ub a f °P ~ i ❑ No one available,for inspectio Ime AM/PM Re-Inspection required: Yes I No When corrections have been made, Q' for~r -inspection at 303-234-5933 Date: Inspector: A Ceiling Exhaust Fans PennBarry Zephyrette & Zephyr Jr. Models Zephyr Low Profile Fans Features include: • Quiet operation-low sone level, non-overloading low power consumption design • Thermal overload protection integral with motor • Rustless, durable housing of galvanized steel • UL705 Listed Model ZT ZJ1 Dimensional Data y LL y W Performance Data Max Motor Motor Shipping Fan Capacity - Cubic Feet Per Minute Model Watts 60Hz AC RPM Weight (Ibs) SP 0.0" .10" .125" .250" .375" .500" .525" .750" CFM 91 88 88 85 75 49 - - ZT 48 115/1 1200 19 Sones 1.8 2.2 2.3 2.8 3.0 3.2 - - RPM 840 930 970 1110 1280 1460 - - CFM 149 156 157 158 160 153 138 117 ZJ1 125 115/1 1200 19 Sores 2.0 2.3 2.4 3.0 3.4 3.4 3.6 3.5 RPM 760 1000 1020 1150 1240 1360 1450 1520 Performances shown is for installation Type A: Free Inlet, Free Outlet. Performance ratings include the effects of inlet grille and backdraft damper in the airstream. Speed (RPM) shown is nominal. Performance is based on actual speed of test. The sound ratings shown are loudness values in fan sones at 5'(1.5m) in a hemispherical free field calculated per AMCA std. 301. Values shown are for installation Type A: free inlet fan sone levels. The AMCA Certified Ratings Seat applies to air performance ratings only. Page 40 Air Purification Company Phone: 303-428-2800 Fax: 303-428-2700 Stock Catalog Colorado 8r Wyoming Toll Free Phone: 800-668-4966 3" INSULATION 8" CONC. WALL STUCCO NOT SHOWN s / CONCRETE STRUCTURAL FLOOR OR ROOF ~u Z~ 10" RECTANGULAR DUCT SET PARTIALLY NTO INSULATION. THIS COULD BE DONE BEFORE n! OR AFTER EXTERIOR WALL INSULATION IS IN PLACE 4" ROUND EXHAUST DUCT THRU 5" HOLE CORED THRU WALL AS SHOWN. SEAL DUCT TO CONCRETE CUT ANGLE LEG TO ALLOW VERTICAL DUCT TO PASS. DUCT WILL EXHAUST THRU 3/8" ALUMINUM JAMB. TYPICAL DETAIL FOR FAMILY WASHROOM, LAUNDRY ROOM, MASTER BATHROOM AND MAIN FLOOR BATHROOM. MASTER BATH HAS BEEN REVISED TO THE SAME DETAIL FROM THE WC ALCOVE ACROSS THE CEILING TO EXIT AT THE CENTER OF THE WINDOW FACING SOUTH AT THE VANITIES. 3" INSULATION STUCCO NOT SHOWN 8" CONC. WALL FLOOR 6" ROUND EXHAUST DUCT THRU 7" HOLE CORED THRU WALL AS SHOWN. SEAL DUCT TO CONCRETE 3" X 12" RECTANGULAR DUCT IN PARTITION BEHIND STOVE HOOD AS REQUIRED BY HOOD SELECTED. THIS 6" DIA. DUCT EXHAUSTS INTO SPACE BETWEEN STEEL BALONY BRACKETS AND GOES EAST TO NEAR END OF BALCONY. FUTURE SOFFIT DETAIL WILL DEAL WITH GRILL VLT!`LJC.'AI CVLIAI I= / f copyright reserved BUILD WIENS DESIGN SERVICE APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 2 APPROVALS Signed: Plan checker 0 CONSULTANTS EXHAUST FANS THRU CONCRETE WALLS ALL EXHAUST FANS ON MAIN FLOOR AND UPPER FLOOR SHALL ■ REVISIONS BE FITTED TO 4" DIAMETER DUCT WORK RUNNING ALONG UNDER CONCRETE FLOORS ABOVE WITH THE EXCEPTION OF THE KITCHEN EXHAUST FAN THAT IS A 6" ROUND DUCT IN CEILING SPACE OF KITCHEN - AS NOTED BELOW ALL BATHROOM AND LAUNDRY EXHAUST FAN DUCTING SHALL PROJECT GO THRU CONCRETE WALL CENTERED ABOVE WINDOW IN THE ROOM BEING EXHAUSTED. A S" HOLE TO TAKE A 4" DUCT SHALL BE CORED TO ALLOW AN EASY FIT WHICH SHALL THEN BE PROPOSED AIR SEALED WITH POLYURETHANE. SEE DETAIL FOR KITCHEN RESIDENCE FOR AND TYPICAL LAUNDRY AND BATHROOM AIR EGRESS THRU WINDOW WRIGHT FAMILY HEAD CENTERED ABOVE EACH WINDOW. ■ CONTENTS MASTER BATHROOM FAN SHALL BE LOCATED OVER WC WITH EXHAUST LIGHT AND 4" DUCT SHALL BE ROUTED TO EXHAUST AT CENTER FANS THRU OF WINDOW HEAD IN BATHROOM. NOTE - THIS IS REVISION TO CONCRETE NOTES ON LARGE SCALE BATHROOM LAYOUT WALLS } Roqu)9.-- A ~CA-~~ -bllorm ay- k--r- FILE 1-06 .~~y~p- Crl~.laJo~ ~ ~ l CTC ~T>)I Is~T_(.~.7~ Zj)Zw 11,147-7 CHECK III/ Z,6 1)~ f e e Al /:5O1, i DRAWN WIENS DATE Oct. 31, 2008 (rw~✓I rT' ~~rAAL%fi7 VV I I'~ j"//_,~°y/N~ SCALE '3 DRAWING NUMBER p u.~~ s /fS/7-D -ro 51bg ,q-,w / t2 rtmT- A-P~P wwmys A -07 5 1 112" STUCCO f 1 "AIRSPACE 3" BUILDING INSULATION ,2-41 x 2" DUCT BOX WITH 4" ROUND CONNECTION TO INTERIOR DUCT. PLACE TIGHT TO CONCRETE 7zl 4" EXHAUST DUCT AND COVER WITH POLY - URETHANE INSULATION TO REDUCE CONDENSATION. CORE CONCRETE WITH p LL S" HOLE FOR DUCT LIJ CONNECTION TO EXTERIOR > EXHAUST. SEAL DUCT TO CONCRETE WITH POLY URETHANE. BUILD I WIENS DESIGN SERVICE copyright reserved NOTES EXHAUST DUCT BOXES TO BE SET INTO POSITION AND ALIGNED WITH 3/8 ALUMINUM STUCCO TRIM ON WINDOW OPENINGS AS SHOWN. ■ APPROVALS DUCT BOX LENGTH HAS BEEN INCREASED FROM ORIGINAL LENGTH TO IMPROVE AIR GRILL OPENING AREA DUCT BOXES SHALL BE CENTERED ON WINDOWS ALL WINDOWS IN BATHROOMS ETC DO NOT HAVE OPENING WINDOWS AS PREVIOUSLY SHOWN. ~Zt d DRILL, HOLES IN 3/8" ALUM. PLATE TO ACT AS GRILL OPENINGS FOR EXHAUST DUCT - HOLES TO BE 1 " C/C ■ CONSULTANTS ■ REVISIONS ■ PROJECT WRIGHT RESIDENCE ■ CONTENTS EXHAUST FAN EXTERIOR VENT BOXES FILE CHECK CW DRAWN WIENS DATE JANUARY 6th, 2009 SCALE DRAWING NUMBER A-07.6 ~ CITY OF WHEAT RIDGE r Building Inspection Division (303) 234-5933 Inspection line ~~JJ (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE i Inspection Type: M+d; )rt4 /'rfIr j Job Address/Permit Number: al -7 l i1 i. si r r t 1 is V f .p i. J. i! I=ii 's G- t^ - I ❑ No one available for inspection: Time M Re-Inspection required: Yes (NN~/ When corrections have been made, call for re-inspection at 303-234-5933 Date: _ Inspector: D/ { DO NOT REMOVE THIS NOTICE Gr' Y ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: v/ / Job Address/Permit Number: 7/5 ❑ No one available for inspection: Time AMMM Re-Inspection required/ Yes,' No When corrlections ha ,e been made, call for re-inspection at 303-234-5933 Date: 171 7 ~Fa Inspector. fill / DO NOT REMOVE IJOTICE A 4' City of Wheat Ridge / Res. New SFR PERMIT - 070007 PERMIT NO: 070007 ISSUED: 01/05/2007 JOB ADDRESS: 9625 W. 32nd Avenue EXPIRES: 05/31/2009 DESCRIPTION: New Single Family Residence (3872 sq ft)- CONTACTS owner 303/399-9947 Thomas S. Wright sub 303/471-1246 Thomas Hughes 02-2330 Atomic Electric, LLC sub 720/977-0095 02-2077 CB Plumbing Serv ices sub 303/776-2752 Shawn Anders 08-0226 Tropical Comfort Services LLC ARCH 720/374-0393 Michael Anderson 07-0066 Anders and Sons Plumbing PARCEL INFO , ZONE CODE: R-1 USE: UA SUBDIVISION: UA BLOCK/LOT# : 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 540,612.00 FEES Engin. Review Fee 150.00 Extend Expired Permi 2,315.42 Grade/Fill Permit 23.50 - Permit Fee 4,457.33 r Plan Review Fee ~ 2,897.26 Plan Review Addtiona 122.00 Total Valuation .00 Use Tax 9,731.02 TOTAL 19,696.53 Conditions: 09/05/08 Revision for site plan turned in. Given to JS for review. 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 re p s bility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica Wheat Ridge Ordinances k under this permit. Plans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject q field inspections. 0 Signature of Chief ir fficial date INSPECTION REQ LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST E MADEBY 3PM ANY. BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE OP° 7 Inspection Type: -G ;VA_`l Job Address/Permit Number: faze ❑ No one available for inspection: )Time AM/PM Re-Inspection required: Yes d~✓ When corrections have been made, call for re-inspection at 303-2345933 Date:// Inspector DO NOT REMOVE THIS NOTICE ♦,I~ ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: &6r~, ~/,w~e . -A,07:rf4 Job Address/Permit Number: 57G,25 42»oa7 I-VIAIA< sr4. 14;kd .,laJ1Gf !J/tC r~.z~ .~t>.r2 i'° J --4&77%-f shvsf A:,o,F m r3iZs~irr/ c rrrt of 4fc ! 4VfZ -22 ❑ 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: 13~ 9 Inspect DO NOT REMOVE THIS NOTICE " : City of Wheat Ridge / Residential Solar PERMIT - 081302 PERMIT NO: 081302 ISSUED: 11/07/2008 JOB ADDRESS: 9625 W 32ND AVE EXPIRES: 05/06/2009 DESCRIPTION: 9.625 kw photovoltaic array grid tied CONTACTS owner 303/598-2929 Tom Wright gc 303/521-0822 Scott Van Kirk 08-0209 Vibrant Solar PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0627 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 64,940.00 FEES Residential Solar 500.00. rTotal Valuation .00 TOTAL 500.00 Conditions: - JS: Approved as submitted. Must comply w/ 2003 IRC L 2005 NEC 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.H.C) and all other applicab eat RjyjwElO;dinances, for work under this permit. Plans subject to field inspection. S' hat e of contractor/owner data 1 This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4 No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violatio of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s j t ield inspections. Signature of Chief Hui ing fficial date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. {oF ""~rqo City of Wheat Ridge Building Division Date: a •~2cl-09 m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 Plan 0,9-t-lc o Inspection Line: 303-234-5933 OLORAO Permit Building Permit Application Property Address: 3iArid ALP-We Property Owner (please print): To-M Wri hP Phone: (3Z) W-27.21 Mailing Address: (if different than property address) Address: 3,235 lris COVr~ City, State Zip: Wesa-mi ns+er CO SD033 Contractor: UI ('X an. Solar Contractor License Phone: (720) gall - 317Y Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company:6,5p E1edr; c Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: n~ Approval: Approval: Use of space (description): i 6 FOIJd li+Clt C Construction Value: $ (o4Igg0 Description of work: .7&Z5 KW tLRO{CVO(faGtC (as calculated per the Building ValuationD GtrrmV 5(-id - 'r~ t,e d Plan Review (due at time of subm' . $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (`OWNER) (CONTRACTO or PERSONAL REPRESENT TIVE of (OWNER) (CONTRATOR) PRINT NAME: Je-fP f-Gr SIGNATURE: Date: -0 ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY BUILDING ReveRWe ENTC MyL✓10 OCCUPANCY: e ~r~s~ CewtP~/ ~i 2v A (e $ FIRE DEPARTMENT:: proved w/ comments ❑ disapproved El no review required Bldg Valuation: $ r l PV System Line Diagram + Calculations Name (Wright)Sutomi LLC Address c/o 3235 Iris Court Westminster, Co, 80033 Phone 303-598-2929 Distant E-mail <tswwges@yahoo.com> Xcel # 5 Premise # System size: 9625 C Num Panels 55 40 Num Strings Inverter 1 4 Num Strings Inverter2 3 one information nv SunTech - STP 1755-241Ab-1 Voc 44.2 Isc 5.2 Vmp 35.2 Imp 4.95 Watts 175 width 39 Series fuse 15 height 56.2 weight 34.2 Panel Information Inv2 SunTech - STP 1755-24/Ab-1 Voc 44.2 Isc 5.2 Vmp 35.2 Imp 4.95 Watts 175 width 39 Series fuse 15 height 56.2 weight 34.2 0' 4 Strings STP 175S-24/Ab-1 # Panels 7 Vmp 246.4 Imp 4.95 Isc 5.2 -lop Box Disci - V Wife #fiaue CUxfnvna total Vmp 246.4 string max Voc 386.8 total Imp 19.8 RHW2 wire #conductom 2 conductor 6 oe conduit 3/4" Inverter #1 Fronius - IG 5100 PV min watts 4000 PV max watts 6300 PV usable voltage min 150 PV usable voltage max 450 PV voltage max 500 PV max current 33'2- Max AC Power watts 5000 Max AC current 9240V 211 Min AC Voltage range 212 Max Efficiency % 95.2 Integrated DC disconnect TRUE Max AC overcurrent Prof. 30 Years Warranty 10 width (in) 26.4 height (in) 16.5 depth (in) 8.8 weight (Ibs) 42 UL 1741 Approved TRUE 3/4" EMT or equivalent 28AWG THWNRHWN-2 conductors 100A subpanel 1 8AWG THWNRHWN-2 ground 30A breaker 30A br 3/4" EMT or equivalent H, ea Dut 60A Fusable AC 26 AWG THWNRHWN-2 contluctors Easily accessible, lockable 1 8AWG THWNRHWN-2 ground view of the meter. Labled: "Photovoltaic S step <5' Total combined ampacily 59A 6 AWG wire rated 90~ carries 75A Separate DC Disconnects TRUE 10% conduit on roof in direct sunlight? TRUE Calculation. PV side ampacily per string, inverter 1 No 5.20 A .25 PV source current .FA .25 PVcontluclorampacity --T.{A PV side ampacily per Won, Inverter 2 [so 5.20 A x 1.25 PVs.ar..c.r.nt ---MA x 1.25 - PVoonductorampacity __T.fA ry (i3 3 1 t '?F^v ~ a Max breaker: 40 A Put will be connected directly to PV output #1 conductor ampacily Ampacity Total 32.5 6 AWG THWN-2---= A 157°derate 0.6B 437A Wine capaCi avail 43.0 A PV output #2 conductor ampacily Ampacity Total 24.4 8 AWG THWN-2- - - - - - - TA 157°derate 0.58 ---3fJrA Wire capacity avail-'sT.D-6A .1~ Prepared by Stephen Bures for Vibrant Solar Inc, 303-521-0082 04 :n 3 Strings STP 175S-2 4/Ab-1 # Panels 9 Vmp 316.8 Imp 4.95 Isc 5.2 5 C Box total Vmp 316.8 15A fuse/string max Voc 497.3 7 F- total Imp 14.85 FrorI - fG 5100 .4 PV mimwatts - 4000 i4' Pi! mpx""watts 6300 i° PV usablewQtlage min 150 M,, PV usable voltage max I 450 PV vo(tege max 500 r^- i PVA& current 33.2 Max AC Powerwatts 5000 t b 5 Max AC current @240V. 21.3 C Min AC Voltage range 212 Max:Effictercy.% 95.2 Integrated Dr-disconnect TRUE 0 Max AC oven6ureent Prof. 30 U ! s{Yesis Warranty 10 `2 width (in) 26.4 •r. 3* height (in) , 16.5 4 depth (in) 8.8 :fweigtd fibs) r 42 UL1741A roved ' TRUE win 3/4n EMT or 2 8 AWG 1HW WfnW N-2 conductors 1 8 AWG THW NRHW N-2 ground <t• Meter Inverter l output conductor ampacily max wattage 5000 min voltage 212 3 6T 1.25 ~e Inverter 2 outp max mda,el aOd-Field Inspect) Subje ns x 1.25 total -S.TA Whf, t Ridge Building pt. / / r:) 10/10/2008 i Date: Plan checker -1 0r~ Photovoltaic System Proposal PV System Proposal for Sutomi LLC Vibrant Solar 1990 Garfield Ave Louisville Co. 80027 303-604-6696 Representative: Customer Name Sutomi LLC Street c/o 3235 Iris Court City Westminster State CO Zip 80033 Phone 303-598-2929 Email <tsww es ahoo.com> <twri ht tw es.com> ra S stem", ` ~ Panel type . Suntech:175 Number of panels 55 Mounting system Standard Inverters 1 1 x Fronius IG5100 Inverters 2 1 x Fronius IG5100 Inverters 3 x System rebate size small # units ( or meters ) 1 electric service type single phase voltage 240 service size (amps) 200 S st'e't i Info Panel TRY 20 AzimuthY 180 % Shading 5% # anels/row 50 panel orientation portrait Till/shading Adjustment 91.1% Annual Efficiency Loss 0.80% S ft of Panels 779 -ty Additionalilte'ms New Subpanel 0 $ - 200A Panel Upgrade 0 $ - Trenching ($5/foot) 100 $ - X Kvar Energy Saver 1 $ 340 Vibrant Carries Rebate $43312.5 $ 1,800 Slatefrile roof 779 $ - Standoffs and Flashing 76 $ - Remote monitor 2 $ - Awnings (100 /ft) $ Vibrant Sponsor Contribution $ (13,200) $ Total $ 11,060 Authorized Signature for Vibrant Solar System Size (KW) watts Far znz-zoo-';m 5 9/24/08 9/24/08 9.63 9,625.00 utility Electric Cc Xcel Xcel acct # rebate/watt $4.50 renewable energy credit /watt $ - maximum rebate $ 45,000 community project FALSE num ears EnergyCost'."; % ,Usage Kwh/yr 20,000 av peak kw 26 StartingTarrif R Starting dollars/KWh $ 0.094 Peak demand charge/KW-M $ - currentcost/yr $ 1,875 Default Increase per year 7.0% System Costti Suntech 175 x 55 $ 43,900 Fronius IG5100, Fronius IG5100, $ 7,200 Balance of System $ 4,900 Design, Engineering, Installation $ 20,000 Additional Items $ 11,060 SubTotal $ 64,940 ($6.75nv) Westminster Permits & Fees $ 1,639 City/County Taxes $ 1,318 State Tax $ Total $ 67,898 S7.051w) Rebate $ 43,313 OOP - Out of Pocket $ 24,585 Federal Tax Credit $ (20,369) Estimated tax impact $ 4,320 Cost after taxes $ 104 (-$061/w) deposit due on signing $ 2,459 due on Xcel rebate approval $ 12,293 due on delivery $ 9,834 due on Xcel final inspection $ Annual maintenance contract $ - v080814 Please see last page for terms and conditions. Vibrant Solar Confidential Date Page 1 of 8 Z OF ~ Photovoltaic System Proposal PV Estimated Tax Numbers Tax credit current Tax treatment Commercial Amortization Schad (yrs) 5 Sample tax rate 0.3 Sample tax liability $ (12,994) depreciation basis $ 57,713 Tax credit minus tax liability $ 7,376 for Sutomi LLC Estimated PV System Benefits Power STC Pollution Prevented 12,821 Kwh / year 29,477 Lbs/yr C02 $1,202 Value year 1 68 Lbs/yr NOx $3,197 Value year 25 87 Lbs/yr S02 Electrici 'Offset - 72% ercent of electric usa e offset 9124/08 9124108 Ending ElectHcity,Rate , - New Tarrif R Dollars/MW $ 0.094 Peak demand $/KW $ Hours of sun/da 5.00 Estimated Kva rvBenefits 0 8% Demand red. Electric savings 1,600 KWH Savings 18,400 New usage Kwh Sim`IeCash flovanal s1s i$;,- 13;520 roe value Increase: include Annual Electricity Yearly Year Escalation $ Saving Rae Pmt De rediation De pr value Savings Cash Bal 1 $ 1,352 $ - $ 40,399 $ 12,120 $ 13,472 $ (3,738) 2 5.0% $ 1,410 $ - $ 9,523 $ 2,857 $ 4,266 $ 528 3 5.0% $ 1,470 $ - $ 2,597 $ 779 $ 2,249 $ 2,777 4 5.0% $ 1,532 $ - $ 2,597 $ 779 $ 2,311 $ 5,088 5 5.0% $ 1,597 $ - $ 2,597 $ 779 $ 2,376 $ 7,465 6 5.0% $ 1,665 $ - $ - $ - $ 1,665 $ 9,130 7 5.0% $ 1,736 $ - $ - $ - $ ,736 $ 10,866 8 5.0% $ 1,810 $ - $ - $ - $ 1,810 $ 12,676 9 5.0% $ 1,887 $ - $ - $ - $ 1,887 $ 14,563 10 5.0% $ 1,967 $ $ - $ - $ 1,967 $ 16,530 11 5.0% $ 2,051 $ - $ - $ - $ 2,051 $ 18,582 12 5.0% $ 2,139 $ - $ - $ - $ 2,139 $ 20,720 13 5.0% $ 2,230 $ - $ - $ - $ 2,230 $ 22,950 14 5.0% $ 2,325 $ - $ - $ - $ 2,325 $ 25,275 15 5.0% $ 2,424 $ - $ $ 2,424 $ 27,699 16 5.0% $ 2,527 $ - $ - $ 2,527 $ 30,226 17 5.0% $ 2,635 $ - $ - $ 2,635 $ 32,861 18 5.0% $ 2,747 $ - $ - $ 2,747 $ 35,608 19 5.0% $ 2,864 $ - P $ - $ 2,864 $ 38,472 20 5.0% $ 2,987 $ - $ - $ 2,987 $ 41,459 21 5.0% $ 3,114 $ - $ - $ 3,114 $ 44,573 22 5.0% $ 3,247 $ - $ - $ 3,247- $ - 47,820 23 5.0% $ 3,386 $ - $ - $ - $ 3,386 $ 51,206 24 5.0% $ 3,530 $ - $ - $ - $ 3,530 $ 54,736 25 5.0% $ 3,681 $ - $ $ - $ 3,681 $ 58,416 TOTAL $ 58,312 $ $ 17,314 $ 58,416 Projected KWh usage w/o system 500,000 Projected average $/KWh w/o system 0.179 Projected average $/KWh with System 0.028 Years to payback 2 v080814 Please see last page for terms and conditions. Vibrant Solar Confidential Annualized return from end year 1 balance 77.0% Annualized return from OOP 11.7% Page 2 of 8 ~ ce 6 Photovoltaic System Proposal PV System Proposal for Sutomi LLC '.4 ,YearlyD' epir Schedule 1 70.0%0 2 16.5% 3 4.5% 4 4.5% 5 4.5% total 100.0% number of productive months 1st r 12 1 2 3 4 5 6 7 8 9 10111213141516171819202122232425 Years Cost before solar OCost after solar -Cash flow Pro'ec teA value'sr r, ~ Price / Price / New New PV KWH Kvar Peak Kvar It Usage KWH Demand Costs Wo Year KWH KW Price/KWH Price/KW Production KW Prod Saving s with S stem KW w S Solar 1 $ 0.094 $ - $ 0.094 $ - 12,821 - 1,600 5,579 26 $ 1 875 2 $ 0.098 $ - $ 0.10 $ - 12,718 - 1,600 5,682 26 , $ 1 969 3 $ 0.103 $ - $ 0.10 $ - 12,617 - 1,600 5,783 26 , $ 2,067 4 $ 0.109 $ - $ 0.11 $ - 12,516 - 1,600 5,884 26 $ 2 171 5 6 $ 0.114 $ $ 0.11 $ - 12,415 - 1,600 5,985 26 , $ 2,279 $ 0.120 $ - $ 0.12 $ - 12,316 - 1,600 6,084 26 $ 2 393 7 8 $ 0.126 $ - $ 0.13 $ - 12,218 - 1,600 6,182 26 , $ 2 513 $ 0.132 $ - $ 0.13 $ - 12,120 - 1,600 6,280 26 , $ 2 639 9 10 $ 0.139 $ - $ 0.14 $ - 12,023 - 1,600 6,377 26 , $ 2,770 11 $ 0.145 $ 0 1 $ - $ 0.15 $ - 11,927 - 1,600 6,473 26 $ 2,909 12 . 53 $ 0 160 $ $ $ 0.15 $ - 11,831 - 1,600 6,569 26 $ 3,054 13 . - $ 0.16 $ - 11,737 - 1,600 6,663 26 $ 3,207 14 $ 0.168 $ 0 17 $ - $ 0.17 $ - 11,643 - 1,600 6,757 26 $ 3,367 15 . 7 $ 0 186 $ $ $ 0.18 $ - 11,550 - 1,600 6,850 26 $ 3,536 16 . $ 0 195 - $ $ 0.19 $ - 11,457 1,600 6,943 26 $ 3,713 17 . $ 0 205 $ $ 0.19 $ - 11,366 - 1,600 7,034 26 $ 3,898 18 . $ 0 215 - $ $ 0.20 $ - 11,275 - 1,600 7,125 26 $ 4,093 19 . $ 0 226 - $ $ 0.21 $ - 11,184 - 1,600 7,216 26 $ 4,298 20 . $ 0 237 - $ $ 0.23 $ - 11,095 - 1,600 7,305 26 $ 4,513 21 . $ 0 249 $ $ 0.24 $ - 11,006 1,600 7,394 26 $ 4,738 22 . $ 0 261 - $ $ 0.25 $ - 10,918 - 1,600 7,482 26 $ 4,975 23 . $ 0 274 - $ $ 0.26 $ - 10,831 - 1,600 7,569 26 $ 5,224 24 . $ 0 2 - $ 0.27 $ - 10,744 - 1,600 7,656 26 $ 5,485 25 . 88 $ $ - $ 0.29 $ - 10,658 - 1,600 7,742 26 $ 5,760 0.302 $ - $ 0.30 $ - 10,573 901 9R7 - 1,600 - - 7,827 26 $ 6,047 v080814 Please see last page for terms and conditions. Vibrant Solar Confidential 9/24/08 cash $70,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 $0 ($10,000) Page 3 of 8 e~ Cash balance over time electric cost/year PAUKRITPST, INC. CONSULTING ENGINEERS 2140 S. IVMWOF; SUITE 208 DENVER, CO 80222-5750 303-584-9481 303-584-9482 October 16, 2008 Thomas S. Wright 4800 East 48th Ave. Denver, CO 80216 Re: Re: 9625 32°d Ave, Wheat Ridge, Colorado Tom- This is to verify that the design of the solar panel disc has an allowance for 5 lbs per square foot for solar collectors. This is in addition to wind loadings and snow loads as required by code. Parkhurst, Inc. \ .0~'%p0 ° 75905 Robert Parkhurst, P.E. 5 of ~ 6or- 6 SOLARMOU T U.S. Des. Patent No. D496,2485, D496,2495. Other patents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 FM ~ `v t z a t ,f wM.a4. Contents Letter of certification 2 Part 1. Scope, certification, and installer responsibility...... 3 Part II. Procedures for code-compliant installations using the SolarMount'e' Module Mounting System.... 4 Part 111. Installing SolarMoun' with top mounting clamps 9 Part IV. Installing SolarMounO with bottom mounting clips.. . 15 Warranty . 20 UniRac welcomes input concerning the accuracy and user friendliness of jlllgt 1 ©2004 by UniRac, Inc. this publication. Please write to publications@unirac.com. t All rights reserved. I September 2006 Mr. Hal Newman UniRac, Inc. 1411 Broadway Boulevard NE Albuquerque, NM 871.02-1545 Subject: Engineering Certification for UniRac's SolarMountTM Universal PV Module Mounting System Dear Mr. Newman, Brian Spring Structural Engineering 161 LINDEN LN MILL VALLEY, CA 94941 Tel: (415) 497-2880 8 K9 M1NU ENON@GMA1LC0M Attached is the UniRac Calculation worksheet and Installation Manual #214, Pub. 040316-Iii, Copyrighted by UniRac, Inc., March 2004, 20 pages. I have reviewed these calculations, and certify their results are accurate. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are based upon: 1. "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. 2. 'Manual of Steel Construction: Load Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, IL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building codes listed above when they are installed per the "SolarMount Code- Compliant Planning and Assembly", Installation Manual #214, Pub. 040316-Iii, Copyrighted by UmRac, Inc., March 2004. The structure to which the UniRac SolarMount system is connected should be evaluated on a case-by-case basis, per Part I of the Installation Manual, to ensure it's adequacy to accept attachments and to support all applied loadings, per the building code. Please call me Sincerely, Brian Spring, PE, SE Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly UNRMW Part I. Scope, certification, and installer responsibility Please review this manual thor- The installer is solely responsible for: oughly before installing your SolarMount system. • Complying with all applicable local or national building This manual provides (1) sup- codes, including any that may supercede this manual; porting documentation for • Ensuring that UniRac and other products are appropri- building permit applications ate for the particular installation and the installation relating to UniRac's Solar- environment; Mount' Universal PV Module • Ensuring that the roof, its rafters, connections, and Mounting system, and (2) plan- other structural support members can support the array ning and assembly instructions under building live load conditions (this total assembly for SolarMount. is hereafter referred to as the roof rafter assembly); SolarMount products, when • Using only UniRac parts and installer-supplied parts as installed in accordance with specified by UmRac (substitution of parts may void the this bulletin, will be structur- warranty and invalidate the letter of certification on ally adequate and will meet page 2); the 2001 California Building • Ensuring that lag screws have adequate pullout strength Code and the Uniform Building and shear capacities as installed; Code, 1997, hereafter UBC 1997 UniRac also provides a limited 'Maintaining the waterproof integrity of the roof, includ- warranty on SolarMount prod- ing selection of appropriate flashing; and ucts (see p. 20). • Ensuring safe installation of all electrical aspects of the PV array. 3 VNAMC Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Part II. Procedures for code-compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- ing permits for installations using SolarMount" PV Module Mounting System, manufactured by UniRac, Inc. Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 California Building Code and the UBC 1997 Before proceeding, note the following: • This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. 1. Determine the Basic Wind Speed at your installation site For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. _11: , Lr- m 11 'Lill, "I lf OX1{}Nf Iii 4 Figure I. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. Ill, Wind Design, Fig. 16.1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vo12. p. 36). Installation Manual 214 SolarMount Code-Compliant Planning and Assembly YNiRAQ' 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: Table I. Design Wind Pressure (psf) by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Basic Wind Speed (mph) EXPOSURE B has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open. extending r/a mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure A but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined instep 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. `2001 California Building Code, vol. 2, chap. 16, structural Engineer- ing Design Provisions, Div. 111, Wind Design, p. 38.10. /Emphasis in the original, indicating material inserted by California into definitions adoptedfrom the UBC. 70 80 90 100 110 120 130 Category B IS' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 is 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C IS' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D I S' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source: These Design Wind Pressure (P) values are based on the formula P = C I C, * q, * 1. (2001 California Building Code, vol. 2, chap. 16, structural Engineering Design Provision, Div 111, Wind Design, p. 38.10). Assump. tions.1 = 1 and C = 1.1 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L-feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult'rable 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. 5 YNM AC' Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Table 2. SolarMountT' Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must beat or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Design Live Load as a Minimum Minimum Design Live Load as a Design Function of Design Wind Pressure Design Minimum Function of Design Wind Pressure g Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf AstmPOWerAP65,AP75 48" rafter (foot) spacing 33 64" rafter (foot) spacing 43 72" rafter (foot) spacing 49 AstroPower APi 1 10,APi 120 48" rafter (foot) spacing 33 64" rafter (foot) spacing 44 72" rafter (foot) spacing 50 AstroPower APi 165 48" rafter (foot) spacing 31 64" rafter (foot) spacing 41 72" rafter (foot) spacing 46 BP Solar 375, 380, 580, 585 48" rafter (foot) spacing 31 64" rafter (foot) spacing 41 72" rafter (foot) spacing 46 BP Solar 3125 48" rafter (foot) spacing 33 64" rafter (foot) spacing 44 72" rafter (foot) spacing 50 BP Solar 3160, 4150, 4160, 41 70 48" rafter (foot) spacing 33 64" rafter (foot) spacing 44 72" rafter (foot) spacing 50 Evergreen EC 102, EC 110, EC 115 48" rafter (foot) spacing 35 64" rafter (foot) spacing 46 72" rafter (foot) spacing 52 First Solar FSSOD 48" rafter (foot) spacing 35 64" rafter (foot) spacing 47 72" rafter (foot) spacing 52 Kyocera KC80 48" rafter (foot) spacing 29 64" rafter (foot) spacing 39 72" rafter (foot) spacing 44 Kyocera KC 120, KC 125G 48" rafter (foot) spacing 34 64" rafter (foot) spacing 45 72" rafter (foot) spacing 51 Kyocera KC 158G, KC 167G 48" rafter (foot) spacing 28 64" rafter (foot) spacing 37 72" rafter (foot) spacing 42 Photowatt PW750 48" rafter (foot) spacing 30 64" rafter (foot) spacing 40 72" rafter (foot) spacing 45 Photowatt PW 1250 48" rafter (foot) spacing 30 64" rafter (foot) spacing 39 72" rafter (foot) spacing 44 Photowatt PW 1650 48" rafter (foot) spacing 31 64" rafter (foot) spacing 41 72' rafter (foot) spacing 46 RWE Schott ASE 300 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA RWE Schott SAPC 165 (See Sharp NE-1650 1) 194 291 387 484 Sanyo HIT[ 90 258 291 387 436 516 581 646 726 48" rafter (foot) spacing " 29 173 260 347 433 64 rafter (foot) spacing 39 231 347 462 578 72" rafter (foot) spacing 44 260 390 520 650 194 291 387 484 Sharp NE-80U 1 258 291 387 436 516 581 646 726 48" rafter (foot) spacing " 33 158 237 315 394 64 rafter (foot) spacing 44 210 315 420 526 72" rafter (foot) spacing 49 237 355 473 591 158 237 316 395 Sharp ND-I23U1 211 237 316 356 421 474 527 593 48" rafter (foot) spacing " 38 197 295 393 492 64 rafter (foot) spacing 50 262 393 525 656 72" rafter (foot) spacing 56 295 443 590 738 198 297 396 495 Sharp ND-NOECU (I 40W) 264 297 396 446 528 594 660 743 48" rafter (foot) spacing " 26 153 230 306 383 64 rafter (foot) spacing 34 204 306 408 510 72" rafter (foot) spacing 39 230 344 459 574 209 279 314 418 418 557 523 697 Sharp NE- 165 U I, NT. 175U I, " NT-18 501 314 470 627 784 48 rafter (foot) spacing " 35 207 310 413 517 64 rafter (foot) spacing 47 276 413 551 689 72" rafter (foot) spacing 53 310 465 620 775 208 312 416 520 Sharp ND-167UI 277 312 416 468 555 624 693 780 48" rafter (foot) spacing " 28 174 262 349 436 64 rafter (foot) spacing 37 232 349 465 581 72" rafter (foot) spacing 41 262 392 523 654 158 236 315 394 Shell SMI 10 210 236 315 354 420 473 525 591 48" rafter (foot) spacing " 32 173 259 345 432 64 rafter (foot) spacing 43 230 345 460 576 72" rafter (foot) spacing 49 259 389 518 648 128 171 192 256 256 320 Shell SQ70, SQ75, SQ80 192 288 341 384 427 480 48" rafter (foot) spacing " 31 157 236 315 393 64 rafter (foot) spacing 41 210 315 420 524 72" rafter (foot) spacing 46 236 354 472 590 187 249 281 374 374 499 468 623 Shell SQ140,SQISO,SQ160 " 2881 1 421 561 701 48 rafter (foot) spacing " 36 213 320 426 533 64 rafter (foot) spacing 48 284 426 568 710 72" rafter (foot) spacing 54 320 479 639 NA 169 226 254 339 339 452 423 564 SunWize SW85, SW90, SW9 5 254 381 508 635 48 rafter (foot) spacing 35 190 285 380 474 64" rafter (foot) spacing 46 253 380 506 633 162 244 325 406 72" rafter (foot) spacing 52 285 427 569 712 216 325 433 5 5441 1 SunWize SW 115, SW 120 244 365 487 609 48" rafter (foot) spacing 34 190 285 380 474 64" rafter (foot) spacing 45 253 380 506 633 163 245 327 409 72" rafter (foot) spacing 51 285 427 569 712 218 327 436 545 UniSolar 64 245 368 490 613 48" rafter (foot) spacing 25 179 269 359 448 64" rafter (foot) spacing 33 239 359 478 598 162 244 325 406 72" rafter (foot) spacing 37 269 403 538 672 216 325 433 541 244 365 487 609 ~Be 6 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly YNARAC' Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must beat or above the Design Wind Pressure indicated.You, the installer are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot. contact UniRac, Design Wind Pressure Design Wind pressure 20 psf 30 psf 40 psf 50 psf 20 psf 30 psf 40 psf 50 psf AstroPower AP65, AP75 Maximum Foot Spacing (inches) 131 107 93 83 RWE Schott ASE 300 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Dead Load (Ibs) 89 73 63 56 Minimum Foot Design Live Load (Ibs) 538 660 766 854 Minimum Foot Design Dead Load (Ibs) 126 103 89 80 AstroPower AM 110, APi 120 Maximum Foot Spacing (inches) 118 96 83 75 RWE Schott SAPC 165 (See Sharp NE-165U 1) Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sanyo HIT190 Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 AstroPower APi165 Minimum Foot Design Live Load (ibs) 451 553 636 713 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Dead Load (Ibs) 76 62 54 48 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sharp NE-80U I Minimum Foot Design Dead Load (Ibs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 BP Solar 375, 380, 580, 585 Minimum Foot Design Live Load (Ibs) 430 527 604 682 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Dead Load (Ibs) 90 73 63 57 Minimum Foot Design Live Load (Ibs) 431 528 606 683 Sharp ND-123U I Minimum Foot Design Dead Load (Ibs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 BP Solar 3125 Minimum Foot Design Live Load (Ibs) 480 590 680 758 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Dead Load (Ibs) 92 75 65 58 Minimum Foot Design Live Load (Ibs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (Ibs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 BP Solar 3160, 4150, 4160, 4170 Minimum Foot Design Live Load (Ibs) 424 516 599 669 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Dead Load (Ibs) 72 58 51 45 Minimum Foot Design Live Load (Ibs) 496 607 697 784 Sharp NE-165U 1, NT-175U I, NT-185 U1 Minimum Foot Design Dead Load (Ibs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Evergreen EC 102, ECI 10, ECI IS Minimum Foot Design Live Load (Ibs) 491 601 698 775 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Dead Load (Ibs) 83 68 59 53 Minimum Foot Design Live Load (Ibs) 494 605 693 780 Sharp ND-167UI Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 First Solar FSSOD Minimum Foot Design Live Load (Ibs) 450 556 639 717 Maximum Foot Spacing (inches) 131 107 92 63 Minimum Foot Design Dead Load (Ibs) 71 58 50 45 Minimum Foot Design Live Load (Ibs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load (Ibs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Kyocera KC80 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (Ibs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Kyocera KC120, KCI25G Minimum Foot Design Live Load (Ibs) 429 526 610 680 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Dead Load (Ibs) 84 69 60 $3 Minimum Foot Design Live Load (Ibs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (Ibs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Kyocera KC I SSG, KC 167G Minimum Foot Design Live Load (Ibs) 497 612 710 788 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Minimum Foot Design Live Load (Ibs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load (Ibs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW750 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Dead Load (Ibs) 86 70 61 54 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW 115, SW 120 Minimum Foot Design Dead Load (Ibs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW 1250 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (Ibs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Photowatt PW 1650 Minimum Foot Design Live Load (Ibs) 459 560 650 728 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Dead Load fibs) 64 52 45 40 Minimum Foot Design Live Load (Ibs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 s VN®RACs Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads if they do not, try smaller footer spacing. If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. To minimize roof penetrations, consult Table 3 (p. 7) to deter- mine Maximum Foot Spacing allowable for the Design Wind Pressure that you determined in Step 3. Find the make and model of the PV module you plan to install, then read or extrapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify thatfoot spacing is at or below the dimension listed and that the roof rafter assembly at your installation site has the capacity to withstand the sum of the Design Dead Load and Design Live Load for the speci- fied spacing. 5. Verify acceptable Rail End Overhang Rail End Overhang (Fig. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, two feet can support a rail of as much as 144 inches (72 inches between the feet and 36 inches of overhang at each end). 6. Ensure that Live Loads do not exceed Pull-Out Capacities Based on the characteristics of your roof rafter or truss lumber and the lag screws, consult Table 4 to determine the lag pull- out capacity per 1-inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, determine the length of the lag-screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMount foot spacing refers to the distance between feet on the same rail. Over. hang, the distance from end of the rail to the first foot may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Specific gravity shfty,* 2M"thread depth Lag screw specifications %6" Sshaft,* per U' thread depth Y"shaf,* per I" thread depth Douglas Fir, Larch 0.50 665 266 304 i, Douglas Fir, South 0.46 588 235 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 588 235 269 _ Hem, Fir 0.43 530 212 243 Hem, Fir (North) 0.46 588 235 269 Thread Southern Pine 0.55 768 307 352 depth Spruce, Pine, Fir 0.42 513 205 235 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 266 304 Sources: Uniform Building Code, American Wood Council. Notes: (1) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council (3) See UBC for required edge distances. "Use flat washers with lag screws. 8 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly YNUMCe Part III. Installing SolarMount with top mounting clamps This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules to the rails. It details the procedure for flash mounting SolarMount to a pitched roof. Contents Laying out the installation area 10 Laying out L-feet 11 Installing L-feet 11 Laying out standoffs 12 Installing standoffs 12 Installing SolarMount rails 13 Installing the modules..... 14 Figure 3. Exploded view of a low-profile installation mounted flush to the roof with L feet. lariu. Ent- ~ mac- \ s , Table S. Part quantities SMR Series SolarMount Rail Sets (model no. = rail length in inches) footing ''/e" flange Rails L-feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMRI92 thru 216 2 8 8 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid K' module Y,-x'/a" flange clamps clamps clamp bolts safety bolts nuts CT2 4 2 6 2 8 CT3 4 4 8 2 10 CT4 4 6 10 2 12 CTS 4 8 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Table 6.Wrenches and torque Wrench Recommended size torque (ft-lbs) hardware is hardware "/1C 30 Q Stainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti-seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 9 YNARAC' Installation Manual 214 Laying out the installation area SolarMount Code-Compliant Planning and Assembly The installation can be laid out with rails parallel to the rafters (high-profile mode) or perpendicular to the rafters (low-pro- file mode). Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the rafters as much as pos- sible. Leave enough room to safely move around the array during installation. The width of the installation area is equal to the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid- clamp), • plus 3 inches (11/2 inches for each set of end clamps). ~ i I F_ Low-profile High-profile mode i mode I i Figure 4. Rails may be placed parallel or perpendicular to rafters. 10 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly YNNEWC LayingoutL feet L-feet (Fig. 5) are used for installation through existing roofing material, such as asphalt shingles or sheet metal. Use Figure 6 or Figure 7 below to locate and mark the L-feet lag bolt holes within the installation area. To meet code, you must use the foot spacing deter- mined in procedural steps 4a or 4b (pp. 5, 8). Figure 5 When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each tail will be offset from the L-foot lag bolt holes by 13/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. Overhang 25% typical \ - Foot spacing each end 50% typical t 4 Y- R J Lower roof edge - r Rafters rLgufe o.l ow-proJLLe layout 25% maximum typical each end 507. minimum typical iW, - Foof , spacing Lower roof edge Overhang Rafters Figure 7 High-profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L-foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirr sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L-feet with a suitable weatherproof sealant. Securely fasten the L-feet to the roof with the lag bolts. Ensure that the L-feet face as shown in Figure 6 or Figure 7. The single-slotted square side of the L-foot must always lie against the roof with the double-slotted side perpendicular to the roof. 11 VNORACe Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with the and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). r Figure 8. Raised flange standoff (left) and flat top standoff used in con- junction with an L -foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by''/is of an inch. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Installing standoffs Overhang - 25% typical Foot spacing each end r4 l A t 'f 50% minimum typical Lower roof edge Rafters Figure 9. Low-profile layout 25% typical - 50% minimum each end typical 'F-- 'Y Iii 6'..,- -F- 1. I, V ` J - ` Foot <_-rhe, I. r spacing dy. ,i, r r Overhang Lower roof edge I A Rafters Figure 10. High-profile layout Drill'/tie-inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" x 31/? lag bolts provided with it. Note: You must verify that the lag bolts you use are adequate foryour installation by followingproce- dural steps 4A or 4B (pp. 5, 8). Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount steel standoffs (151s" O.D.) are designed for collared flashings available from Un1Rac. Aluminum two-piece standoffs (11's" O.D.) take all-metal flash- ings, also available from UniRac. Install and seal fleshings and standoffs using standard building practices. 12 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly YNARAW i P:m.re t t..Snlice hors slide into the footine bolt slots of SolarMount rail sections. Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not him them off until the installation is complete. In low-profile mode (Fig. 13), either end of the rails can be aligned, but the first module must be installed at the aligned end. Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 11) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low-profile tilt legs. if using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the''/e-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. Figure 13. Low-profile mode 'r Edge of installation area Figure 14. High-profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft tbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within afew hours if module placement is delayed. 13 Figure 12. Foot-to-ran splice attachment YNAMV Installation Manual 214 Installing the modules SolarMount Code-Compliant Planning and Assembly Prewiring Modules. If modules are the Plug and Play type, no prewiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J-boxes, each module should be prewired with one end of the intermodule cable for ease of installation. For safety reasons, module prewiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J-box cover. Secure the first module with T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig. 15). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 It Ibs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up (Fig. 16). With T-bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17). For a neat installation, fasten cable clamps to rails with self-tapping screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 15). Check that all flange nuts on T-bolts are securely fastened. Module minimum frame i module bolt and flange nut End clamp Rail --_f 'Figure 15 f J-boxes Figure 16 Module frames _ 'A" module bolt and flange nut 7II Rail. R._ j - Mid clamp Figure 17 High -lipped module Spacer Low lipped module (cross section) ~Lff _ (cross section). SolorMount rail SolarMount rail Figure 18. Mid clamps and end clamps for lipped frame modules are identical. Aspacer for the end clamp is necessary only if lips are located high on the module frame. 14 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly YNO"Cu Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L-feet 17 Attaching modules to the rails... 18 Installing module-rail assembly.. 19 Figure 19. SMR and CB components Table 7. Part quantities Table 8.Wrenches and torque SMR Series SolarMount Rail Sets (model no.= rail length in inches) Wrench Recommended '/a" footing '/e" flange size torque (ft-lbs) Rails L-feet bolts nuts hardware 15 SM R48 thru 106 2 4 q 4 hardware 30 SMR120thru 180 2 6 6 6 SMR192 thru 216 2 8 8 8 CB Series Clip Sets (model no.= modules accommodated) /."module A- flange Clips bolts nuts CB2 8 8 8 CB3 12 12 12 CB4 16 16 16 CBS 20 20 20 CB6 24 24 24 CB7 28 28 28 CB8 32 32 32 Stainless steel hardware can seize up, Q a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti-seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 15 VNIRAc Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Distance oetween - log h li cenio,-s -L L Distance betwoen module n•,ounling hcles PV module \Moduk. cot; Rai: i 77, ~ L- oat 6-Lag boll Dis'cr,ce between --loo colt cenlors li4`-~-'-o- _.74 ~-Di=lance belwece., module mou piing holes d;Ju IIC Rgure 20. Clip Arrangements A and B Planning the installation area Decide on an arrangement for clips, rails, and L-feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: If you choose Arrangement B, either (1) use the upper mounting holes of the L -feet or (2) be certain that the L -feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports-either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L-feet" (p. 11). Leave enough room to safely move around the array during installation. The width of a rail-module as- sembly equals the length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 incites on each side. The length of the assembly equals the total width of the modules. r.,a. 16 Installation Manual 214 Laying out and installing L -feet L-feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L-feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L-feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. - • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L-feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L-feet with a weath- erproof sealant. Securely fasten the L-feet to the roof with the lag bolts. Ensure that the L-feet face as shown in Figure 21 or Figure 22. Hold the rest of the L-feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code-Compliant Planning and Assembly UNNRAC' it --Ins al oter In~tall later I RO:IS i i C d tower roor + Install now eay%: Figure 21. Rails laid out perpendicular to the rafters. Ra L'ers i ( ^_T A li Mo a r~Ii ng 1 i Ii I li block h I I~ Y _ ~ a a Inslull Install new T !I later a I i It, ~ j i ',i Haunting !I r.--Rails block rrgure zz. Kaus taro out parallel to the rafters. 17 YNIRAC' Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p. 15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p. 16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self-tapping screws. 18 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly YNAMC Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L-feet. Slide inch L-foot mounting bolts onto the rail and align them with the L-feet mounting holes. Attach the panel to the L-feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. C I It sl I +"f / PI JJf1111'j~ 9e ~~`sl~ts Foet!ng Flange boll 'lot 'nut Figure 23. Leg-to-rail attachment Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L-feet bolts onto the other rail, attach L-feet, and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into roof. Install lag bolts into remaining L-feet as described in "Laying out and installing L-feet" above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. 19 VNIRAW Installation Manual 214 SolarMount Code-Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UnIRac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified by AAMA 609 & 610-02 -"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with UniRaes written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UmRaes liability with respect to this limited Warranty Under no circumstances shall UmRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and Flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. pv, UniRac, Inc. 1411 Broadway NE 505.242.6411 20 www.unirac.com Albuquerque NM 87102-1545 USA 505.242.6412 Fax GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 Ibs, the FRONIUS IG inverters are the lightest grid-connected inverters making them easy-to-install. More Energy MIXT" Concept allows your system to output more energy under part-load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. 4w=> POWERING YOUR FUTURE Input data IG 40DO IG 5100 IG 4500-LV Recommended PV power(Wp) 3000-5400 4000-6300 3600-5500 Operating DC voltage range M Max. DC input voltage M 150 - 450 500 150 - 450 500 150 -450 500 Nominal input voltage M 270 270 270 Max. DC in ut current (A) Output data 26.1 104000 33.2 IG 5100 29.3 IG 4500-LV Nominal output power (W) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage (V) 240 208 Operating AC voltage range M _ _ _ _ 212 - 264 (240 +10% / -12%) _ 183 - 227 V Nominal AC current (A) 16,7 21,3 21 6 Maximum AC current (A) 21.3 21.6 Maximum utility back feed current (A) Max. continuous output fault current (A) 0.0 35.2 0.0 35.2 0.0 35.2 Nominal output frequency (Hz) 60 Operating fre uency range Hz) 59.3 - 60.5 (60+ 0.5 0.7) Total harmonic distortion < 5 Power Factor (cos phi) General data Max. efficiency 1 IS 4000 IG 5100 94,4 94.4 IG 4500-LV 94.4 Consumption in stand-by (night) (W) <0.15 Consumption during operation (W) 15 Protection Type NEMA Ni Cooling - _ _ Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 lb. (19 kg) Ambient temperature range 5 to 122-F (-15 50 °C) Integrated DC and AC disconnects_ standard Protections Grountl fault protection DC reverse polarity protection - Internal GFDI, in accordance with UL 1741 and NEC Internal diode ]standing protection Internal, in accordance with UL 1741 and NEC _ Over temperature Output power derating Surge Protection Internal DC & AC p rotection, TestedJW to 6 kV Compliance Safet UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection Ground fault detector and interrupter Miscellaneous Maximum AC over current protection AC wire sizing _ DC wire sizing AC disconnector UL 1741, IEEE 929 Compliant with NEC Art. 690 requirements, UL 1741 Two-pole, 30 A circuit breaker Use maximum AWG 6 194-F (90 °C) copper wire Use maximum AWG 8 194°F (90 °C) copper wire 32 A UU disconnector 30 A Warranty _ 5 Years; 10 Years available Distributed by qz=> Pronius USA LLC Solar Electronic Division 5266 Hollister Ave„ #117 Santa Barbara, California 93111 E-Mail: pv-us@fronius.com www.fronius.com E 3 8t y's Ea zy z~ 3i E°n a~ GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 Ibs, the FRONIUS IG inverters are the lightest grid-connected inverters making them easy-to-install. More Energy MIXTm Concept allows your system to output more energy under part-load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. 4Q=> POWERING YOUR FUTURE Input data Recommended PV power (W p) IG 4000 3000 -5400 IG 5100 4000 -6300 IG 4500-LV 3600 - 5500 Operating DC voltage range M 150 -450 150 - 450 150 - 450 Max. DC input voltage M 500 500 500 Nominal input voltage (V) _ 270 270 : 270 Max. DC input current (A) Output data 26.1 IG 4000 33.2 IG 5100 29.3 IG 4500-LV Nominal output power (W)) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage M 240 208 Operating AC voltage range (V) _ 212 - 264 (240 +10% / -12%) 183 - 227 V Nominal AC current (A) 16.7 21.3 21.6 Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 _ 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequent (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 0.7) Total harmonic distortion < 5 Power Factor (cos phi) j----- General data IG 4000 IG 5100 IG 4500-LV Max. efficiency gq,q 94,4 94,4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 lb. (19 kg) Ambient temperature range 5 to 122 °F (-15 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and N EC DC reverse polarity protection _ Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC Protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection AC wire sizing _ Two-pole, 30 A circuit breaker Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194°F (90 °C) copper wire AC disconnector 32 A DC disconnector Warranty 30 A 5 Years; 10 Years available Distributed by 4;~i-onus "hIi`i( Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E-Mail: pv-us@fronius.com www.fronius.com E i EES x3 Ez zb s`= it 8°e E~ 3g' ee aE X'SUNTECH Solar powering a green future' 185 Watt Maximum Power MONO-CRYSTALLINE SOLAR PANEL Features • High conversion efficiency based on leading innovative photovoltaic technologies • High reliability with guaranteed +/-3% power output tolerance, ensuring return on investment • Attractive appearance • Withstands high wind-pressure and snow load, and extreme temperature variations • Easy to install Quality and Safety • 25-year power output transferable warranty with PICC insurance • Rigorous quality control meeting the highest international standards • ISO 9001:2000 (Quality Management System) and ISO 14001:2004 (Environmental Management System) certified factories manufacturing world class products • IEC61215, Safety class Il, conformity to CE Recommended Applications • Residential roof top systems On-grid utility systems • On-grid commercial systems Suntech's technology ° Unique design on drainage yields improvements to hales and rigid construction BSF structure and prevents frame from anti-reflective coating to deforming breaking Increase conversion to freezing weather and other efficiency a f0(Ce5 The panel provides more field power output through an advanced cell texturing and isolation process, which improves low irradiance performance TCE MENEM= ••r v ACi <r1 Sun rech was norned Frost and .Sullmin`s 2005 Solar Energy Dwelepr.;,i Gw=rpmry of ih- fear NSUNTECH Solar powering a green future" Electrical Characteristics Characteristics STP1855-24/Ac STP1805-24/AC STP175S-24/Ac STP1705-24/Ac Open-Circuit Voltage(Voc) 45. OV 44.8V 44.7V 44AV Optimum Operating Voltage (Vmp) 36. 4V 36V 35.8V 35.6V Short- Circuit Current(ISC) 5.43A 9.29A 5.23A 5.15A Optimum Operating Current (Imp) 5.09A 9A 4.9A 4.8A Maximum Power at STC(Pmax) 185Wp 180Wp 175Wp 170Wp Operating Temperature -40°C to +85-C -40^C to +85-C -40°C to +85-C -40°C to +85-C Maximum System Voltage 1000V DC I OOOV DC 1000V DC 1 OOOV DC Maximum Series Fuse Rating 15A 15A . 15A 15A Power Tolerance.. *3% t3 °k 33 % i3 % STC:hradiancelo00W{m',moduleternperaure2S( AN-15 Mechanical Characteristics eplaces BACKVIEW 3-p5.1 icOl1 &ouna6des zpiazns Se,11.n A-A II Nnre:mm Pnahl Current-Voltage & Power-Voltage Curve (175W) Solar Cell Mono-crystalline 125x125mm (5inch) NO. of Cells 72(6x12) Dimensions 1580x808x35mm(62.2x318xlAinch) Weight 15.5kg(34.1 lbs.) Front Glass 3.2 mm (0.13mch) tempered glass Frame Anodized alumlmum alloy Junction Box IP65 rated LAPP 4.Omm'(0.006inch'), asymmetrical lengths Output Cables 1200mm(47.2inch) and (+)800mm(31.5inch), MC Plug Type IV connectors Temperature Coefficients Nominal Operating Cell Temperature(NOCT) 45±2°C Temperature Coefficient of Pmax -0.48 %/°C Temperature Coefficient ofVoc, -0.34%/°C Temperature Coefficient of Ise 0.017%/C 1000W/m' 800W(m' r t~ 600W/m' 1 Voloage(V) Temperature Dependence of Isc, Voc, Pmax vo E a 3 ~ m o E z nu "C Vac Pmax Cell Temperature0c) ` nu THE STANDARD IN PV MOUNTING STRUCTURES T" SOLARMOUNT0 Top Mounting UniRac Grounding Clips and WEEBLugs Installation Sheet 225.3 clips and lugs are sold separately. UGC-I PV module guides rm.. ~ Figure 1. Slide UGC-1 grounding clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs will penetrate rail anodization and create grounding path through rail. Figure 3. Place grounding clips, WEEBLugs, and copper wive (6-10 AWG) as shown. Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. Cols aonroom:m UL Srandvd 467 Top mounting I=J.:d clamps r '&LLJ i Module T -bolt 4 .r . UGC-1 x I--a SolarMounlO rail (any type) KEY PV l d mo u e O ScearMount rail zany type) 0 Rail splice x Grounding lug ISO Grounding clip - Copper wire WEEBLug >i. Stainless Steel Fla t Washer (WEER) WEEBLug Figure 2. Inserta bolt in the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail. Place the lug portion on the bolt and stainless steelflat washer. Install stainless steelflat washer, lock washer and nut Tighten the nut until the dimples are completely embedded into the rail and lug. The embedded dimples make a gas- tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEEB. s,z„ . j SolorMount@ rail (any type) Fes- ra^. y,vui wmy Alternate wiring wire for entire array for in-line splices 0 2008 by UniRac, Inc. All rights reserved. 11: UnIEZaC welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@uniraecom. UMMMC® Installation Sheet 225.3 UniRac Grounding Clips and WEEBLugs 10 year limited Product Warranty UmRac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product') at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original PurchasecThis Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which is was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by the Purchaser under any circumstances. If within the specified Warranty period the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. ft, 2 =k:§29R ~ m THE STANDARD IN PV MOUNTING STRUCTURES- 1411 Broadway NE, Albuquerque NM 87102-1545 USA • 505.242.6411 • Fax 505.242.6412 c i 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax 0 7 0-'9v'-7 INSPECTION NOTICE Inspection Type:~~ ;L rfP~ r~ , Job Address/Permit Number: LL 7~f/e - ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: &,ef ,&Iz 71~ 4i;e77,,Y- 7 Job Address/Permit Number:?/2_<w. ®7r.~Da7 SFl'~r✓/.3. 2,~ dJ.P.C~n/s' % ff rs.vl r-e~kl ❑ No one available for inspection: Time AM/PM Re-Inspection required: 69? No When corrections have been made, call for re-inspection at 303-234-5933 Date:1 inspector:?" DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time 3,'40 AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 0 Inspectors DO NOT REMOVE THIS NOTICE , CITY OF WHEAT RIDGE Building Inspection Division (303)„234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE ~''UCJe 7 Inspection Type: e- rid'^r e Job Address/Permit Number: Ql_~2 15- t~ 0 ❑ No one available for inspection: Time AM/PM F E Re-Inspection required: es No When corrections have been made, call for re-inspection at 303-234-5933 o~ Date: Inspector: G~ DO NOT REMOVE THIS NOTICE 1I _ ; . CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Job Address/Permit Number: Z,_1 j.rJ. ~T r ❑ No one available for inspectio : Time AM/PM Re-inspection required: Yes No ~When correctionshave been ma all for re-inspection at 303-234-5933 Date:Inspector: ~ DO NOT REMOVE IS NOTICE September 3, 2008 City of Wheat Ridge 7500 W 29th Avenue Wheat Ridge Colorado Re: 9625 W 32 Avenue, Wheat Ridge - Permit # 070007 Attention: John Schumacher CBO - Chief Building Official With respect to your site inspection today we include 3 copies of revised basement drawing A- 05.2 dated September 3, 2008. This drawing revises basement bedroom, as shown in original pernut drawings to a different use, as noted on revised drawing noted above. The closet in the former bedroom has been removed with this space added to the space formally designated Electrical Room and now shown as Storage Room. You will note that the Electrical Utiliry- Xcel requested that the electrical service be relocated to Mechanical Room # 1- as shown on the above revised drawing. Thank you for your assistance on this matter. If you have any questions please call 303 598 2929 Respectfully submitted Thomas Wright CC Susan Wright (co owner ) CC Steve Klipp - (project manager) copyright reserved BASEMENT LIGHT WELLS AND VENTILATION . . NORTH - _ _ - - . _ - _ _ - ~ DESIGN SERVICE ~ _ ~ , IMPORTANT : , ~ ~ ~ ' STORAGE - ~ , B HROOM ; 7 ~ PLAN LAYOUT IS SHOWN AS TENTATIVE , ~~~i ~ ~ ~ AS THIS LEVEL WILL BE LEFT UNFINISHED ~ I FIRE PLACE TO LATER DETAIL FOR LATER COMPLETION. ~ I ~ APPROVALS ~ , I STORAGE ROOM ' ~ ~ , ~ ! , , ~ ~1 FAMILY ROOM ~ ~ . _ ~ _ _ ; I, ~ ~ ~ - - _ ~ ~ , - , i~i ~ _ . ' ' ■ CONSULTANTS - FI T DI ~ OF CE/S U 0 _ - , _ _ - - " , BAR ' ELEV. , : I , , ~ : MACH. ~ t , ~ , ~ REVISIONS ~ ~ ~ ~ ~ , , ROOM _ ; , f If -6'LVM'AFIEWPILS I I 5 x i' M'JIS~N'nY ~'I DUCT RISER ,:j , ~ , I , , - i _ ~ , E~E~A,aa i ' ' i , ~i , STORAGE ■ , PROJECT i , _ , , ^ _ ~a _ ELECTRICAL PANEL ~ - ~ - ' - ' ' ~ z,~~AS~P.,,.a ~ PR PO ED , ' - ' RESIDENCE FOR _ ' DUCT RISER ' WRIGHT FAMILY ~ ~4~ ' TO EGRESS AT GRADE _ ~ - ~ ~ ~ ~ - - BULKHEAD ' ' ~ CONTENTS ; ' ' _ , WATER FEATURE - - ; _ ; s ~ ~ REVISED RE IRES A RECIRCULATIN6 , , Q , PUMP AND FILTER SYSTEM IN BA EMENT S ' ' MECHANANICAL ROOM #1 ~ , , , , ' FAMILY ROOM , 1 I RLE 1 - 06 ' MECH ` MECH , N ~tPPR~VE~ CHECK CW . ROOM #2 ROOM #1 ' It1 e tC~t1S Sub ect to F~eld s e 1 p DR4WN WIENS ~ il in De t. Wh~a Rid ~ ~u d 9 P , ~ ~ ~ ~ , ti ~ ~ r , DATE = SEPTEMBER 3 ,2008 ~ Da#e; _ _ _ _ ' sca~E 3/8~~ _ ~ ~ _ _ _ _ . , _ - - ~ ; Signed: Plan checker ~ DRAWING NUMBER FLOOOR PLAN 3/8" = 1'-0° _ ~ I THIS DWG fORMATTED AT 36"X24"- REDUCTION TO 18"X 12" IS A 50°/a REDUCTION O r~Ja /Fi/2v1~~ ~d5 ~ ~KC- . 5- 11 5 ?~~u~ vec~ c avt( . ~ ~~c . ~ S - I zS ~ ~A S-t,- vzc Vt c-~ YIp - COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: T Job Address/Permit Number: ~ ' n No one available for inspection: Time ;?:2(0 AMOW `Re-lnspection required: Yes /No ) l../ , *When corrections have been made, call foffe-#ispection at 303-234• ~ / Date: ~~In11)~ Inspector. Mi,~ DO NOT REMOVE THIS NOT/CE . . . . _ , . . . . , , . , . . . . . , . `1,' CITY OF WHEAT RIDGE Buiiding Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number:~~.5'~/~. ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes ~ `When correction have been mad , call for re-inspection at 303-234-5933 oate: Inspector: , ' ; ~DO NOT REMOVE T IS NOTICE I I IY ro CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:42_ -G,77Z~/G~rC. Job Address/Permit Number: 2~5~ZZ ❑ No one available for inspection: Time Re-Inspection required: Yes No i `When corrections have 6een ma ( 11 for re Date: Inspector. ~ i AM/PM ai303-234-5933 . ? ; May 12, 2008 City of Wheat Ridge 7500 W 29th Avenue Wheat Ridge Colorado Re: 9625 W 32 Avenue, Wheax Ridge Attention: John Schumacher CBO - Chief Building Official With respect to our meeting of last week this is to confirm that our Building Permit SFR-Permit- 070007 was issued on 1/05/2007 and that construction started within the time stipulated in the permit. The permit does not have any time completion daYe and we relied on this as open ended. The type of building we aze building, lazgely out of reinforced concrete and the inclusion of energy efficient systems was expected to take over a year to construct. So we took comfort in the permit we had without a completion date. The project has not been suspended or abandoned since construction started but progress has been slower than expected for a number of reasons. Cleary ttris is not your normal light frame residential construction. We expect to be substantially complete with the basic construcrion by the end of this yeaz. It was our understanding that we could continue to completion and we appreciate your cooperation on this matter. Thank for your assistance. We look forwazd to the celebration of its completion. We ki think its completion will be a milestone in residential construction - quality built- making a long and trouble free contribution to this part of Wheat Ridge. If you haue any questions please call. 303 598 2929 Respectfiilly submitted Thomas Wright Signed for Thomas Wright ~ Susan Wright ( co owner ) dhe b~6' l~' P6 ~ AYDER & SOXS PrU-MBING CO-MRANy 13851 E. Randolph Pl., Denver, CO 80234 720-374-0393 Faac 720-374-0388 October 9, 2007 City of Wheat Ridge Community Development Department Building Inspecrion Division 7500 W 29t' Avenue Wheat Ridge, CO 80033 VIA: FAX 303-235-2857 and US MAIL RE: Legal Description: 9625 West 32nd Avenue, Wheat Ridge, Colorado 80033, Part of Lot 2, Davo Subdivision, Jefferson County, Colorado State OwnerfBuilder: Tom & Susan Wright 303-237-7894 Residence 3235 Iris Court 303-598-2929 Cell / Tom Wheat Ridge, CO 80033 303-445-6879 Fas We are writing to request you remove our Contractors License and Master Plumbers License from any and all records in regards to the above referred property effective August 31, 2007. Our Company performed all ground digging for waste, per State and City specifications and codes, and according to plans provided by the Owner. According to ovr rewrds, a City Inspector came to the properry and passed all of our work on August 31, 2007. We were informed, via phone, by the Owner, Tom Wright, ihat our ptumbang was changed by other persons, without consulting us. When we went to check, concrete had already been poured and we could not deYermine what changes had been made, or if the changes were to code. At this rime, the Owner is withholding payment for our work, and we may be forced to file a lien against this property. Should you need any additional information from us, please contact us. Respectfully, ; i Melissa K. Anderson Owner / Secretary / Treasiuer cc: Tom & Susan Wright Tim Knight, General Contractor Miriam Babcock, Securiiy Title Gmaraniy Co. T'd BBEObLEOZL 2uiqwnjd suog B Japud eSZ:Oi LO 60 300 ANDER & SONS PL1L-MBING C0.M2'.TNy 13851 E. Randolph Pl., Denver, CO 80239 720-374-0393 Fax 720-374-0388 October 9, 2007 City of Wheat Ridge Community Development Department Building Inspec6on Division 7500 W 29'h Avenue Wheat Ridge, CO 80033 VIA: FAX 303-235-2857 and US MAIL RE: Legal Description: 9625 West 32nd Avenue, Wheat Ridge, Colorado 80033, Part of Lot 2, Davo Subdivision, Jefferson County, Colorado State Owner/Builder: Tom & Susan Wright 303-237-7894 Residence 3235 Iris Court 303-598-2929 Cell / Tom Wheat Ridge, CO 80033 303-445-6879 Fas We are writing to request you remove our Contractars License and Master Plumbers License from any and a11 records in regazds to the above referred property effective August 31, 2007. Our Company performed all ground digging for waste, per State and City specifications and codes, and according to plans provided by the Owner. According to our records, a City Inspector came to the property and passed all of our work on August 31, 2007. We were informed, via phone, by the Owner, Tom Wright, that our plumbing was changed by other persons, without consulting us. When we went to check, concrete had already been poured and we could not determiue what changes had been made, or if the changes were to code. At this time, the Owner is withholding payment for our work, and we may be farced to file a lien against this property. Should you need any additional information from us, please contact us. Respectfully, Melissa K. Anderson Owner / Secretary / Treasurer ca Tom & Susan W.right _ Tim Knight, General Contractor Miriam Babcock, Security Title Guarauty Co. i £ ' ` CITY OF WHEAT RIDGE Building Inspection Division m 1// (303) 234-5933 Inspection line J (303) 235-2855 Office "(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: .3'Prei,~L Job Address/Permit Number: 91,AS 3a~o ,qr~_e &,7cvo7 55'~sY a' !"'sfei,w d Tatts t3,1'~~S r~i?..~/fD Ak L7:s'C(el AQis„~» ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE TH/S NOTICE copyright reserved BASEMENT LI6HT WELLS AND VENTILATION ~ _ . _ _ _ _ ~ _ - _ _ , NORTH DESIGN SERVICE . ~ i ~ ~ ~ . ~ . . ~ , ~ _ < . , v L - 3k.v_i 'r • ~ .d'"'~~~,..:' , IMPOR ~ ~ ~ TANT . , B HROOM ~ ' , , - STORAGE - - ~ , ' ~ _ , ~ ~ i ~ , , P LA N LAYOUT IS SHOWN AS TENTJ~TIVE AS THIS LEVEL WILL BE LEFT j UNFINISHED I, f --FIRE PLACE TO LATER DETAIL ; FOR LATER COMPLETION. r % ~ I~ STORAGE RO ' I ■ a ,.:i OM I ✓ , ~ PPROVALS ~ ' I ' ~ . , a~ ~ I~ F AM ILY ROOM I_._--- ~ _ _,P - f ' , ~ CONSULTANTS OFFICE/STUDIO ; ~~I ~ _ ~ ~'~ELEV. j , BAR : M A CH. ~ - ; ' ROOM _ ; ■ REVISIONS , , i ; -I _ . i ' . . ' 6'CPVPfiiWP[IS ~ ' I I . ~ 5 X 5 H061WAY ~ D U CT RISER , - - ~ - ~ , ~ ~ STORAGE i ~ ~~A,ow ' ~ ; _ - E ~a ~ ELE T ~ ~ _ ~ ~ ~ ~ ~ ■ C RICAL PANEL , PRO~ECT ~ 2]~RISEqSUP-li'~0" W ! . . PROPOSED ~ ~ ~UCT R~SE~ - ~ RESIDEN CE FOR ! i_~ ~ _ ' WRIGHT FAMI LY _ - T 0 EGR E ~ ' l'' SS AT GRAD ~ r- _ _ . j E i ; _ BULKHEAD . , , ■ ' CONTENTS ' WATER FEATURE - ' ~ ' REQIRES A RECIRCULATING - ~ PUMP AND FILTER REVISED , I :I , SYSTEM IN MECHANANICAL ROOM #1 ' B - ASEMENT ~ ~ 1 FAMILY ROOM ~ F ~ ~ ~ I ~ M , N FILE 1- O6 ECH . ' MECH ROOM #1 ROOM #2 ~~p~'~v~~ cHECK S~b'ect ta Field I Cw ~ 1 r~spectfons ~ ; r~, At ' , . . " . . ~ _ DRAWN W~ENS 1W, ~ , ' Wh~at Rid ge Building Depf, : w ' ' ~ATE SEPTEMBER 3 , Date: ,2008 - _ _ _ _ - ~ SCALE _ _ _ 3/8" _ ~ ~ Signed. Pfan checker FL 0 OR P LAN DRAWING NUMBER 3/8" = 1'-0° _ ~ THIS DWG FORMATTED AT 36"XZ4"- REDUCTION T018"X 12" IS A 50% REDUCTION ♦11I CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-5933 Inspection line . l (303) 235-2855 Office '(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: rdlw,! Job Address/Permit Number: 9'G~t ui. o>oe27 AL~( 6l✓cs..~ ~ ~r~E.~,o w ❑ No one available for inspection: Time % AM/PM Re-Inspection required: C]&--No , `When corrections have 6een made, call for re-inspection at 303-234-5933 Date: io ~7 Inspector: ~i.. DO NOT REMOVE TH/S NOTICE ~ ~ CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line . ~ (303) 235-2855 Office '(303) 235-2857 Fax t., f INSPECTION NOTICE Inspection Type: 446~e , s~,2✓i~t v,voE~ -G2cv,~~ Job Address/Permit Number: 74.;AS w. ~~d..v ,/q~ • c»cr-~~ ~~rriAr-0 u ivo one avauaoie ror inspecuon: i ime ie3 ,,4~ AM/NM , Re-Inspection required: Yes No - ~When corrections have been made, call /or re-inspection at 303-2345933 r Date: oo%sBe Inspector: T` DO NOT REMOVE TH/S NOT/CE , , .~~i CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-5933 Inspection line . (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE RP.(d Inspection Type: P1_1Q7-1A- Job Address/Permit Number: y/v~S w•,JAw_'y a 7~7 f'i~oA-Y. ❑ No one available for inspection: Time op; YO AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: O; Inspector. ~(a? DO NOT REMOVE THIS NOTICE I4' CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-59331nspection line , l (303) 235-2855 Office `(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ° A072)"/~L Job Address/Permit Number: ~"/G~~ ~u• ?2~~ G7~7 ~7~ Gvifr/s ~Pf,rvl£ o`uly-~.~'~~r a~ ❑ No one available for inspection: Time !c: 3S AM/PM Re-Inspection required: Yes No ~ . ~When corrections have been made, call for re-inspection at 303-234-5933 Date: 11149 inspector: DO NOT REMOVE TH/S NOTICE , COMMUNITY DEVELOPMENT DEPT. . ~ Inspection Services Division ; (303) 235-2855 Correction Notice ~ Job Address: 46.~S t-) LE> ~co ,'4 I P"S f/Q7l~ ~ ~(~Bi~cJ•'~ . J DO NOT REMOVE THIS NOTICE When corrections have been made, call for re-inspection at 303-234-5933. - OFWHLqT~ . . ~ ~m City of Wheat Ridge °OLoRAO° Res. New SFR PERMIT - 070007 PERMIT NO: 070007 ISSUED: 01/05/2007 JOB ADDRESS: 9625 W. 32nd Avenue EXPIRES: DESCRIPTZON: New Single Family Residence (3872 sq ft) CONTACTS owner 303/399-9947 Thomas S. Wright sub 303/471-1246 Thomas Eiughes 02-2330 Atomic Electric, LLC SUB 303/378-8728 Patrick J. Moore 02-0676 Moore Heating & Cooling _ sub Anders and Son PARCEL INFO ZONE CODE: R-1 SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED FEES Engin. Review Fee 150.00 Grade/Fill Permit 2350 . Permit Fee 4,457 .33 Plan Review Fee 3,897.26 Total Valuation .00 Use Tax 9,731.02 TOTAL 17,259.11 PROSECT VALUATION: 540,612.00 Em Comments: Must meet 2003 IRC, Electrical mustmeet 2005 NEC, Roof must meet 100 mph 3 second wind gusts, All contractors must be currently licensed in the City of Wheat Ridge Subject to field inspection DFB: Site shall be graded to drain without negatively impacting adjacent properties. Public Works shall inspect site grading prior to issuance of Certificate of Occupancy CR: Okay with notes . TRG Okay: R-1 - I hereby certify that the setback disCances 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{~ e that I assume full respo ity fox.compliance with the Wheat Aidge auilding Code (I.S.C) and all other applj le ~jh~t~id O~dinances, fo~~r ~der this permit. Plans subject to field inspection. o-O c. /'1 ~ - ~ 7 ' tu e ot contractor/owner u date . 4\NHL City of Whe at Ridge Res. New SFR PERMIT - 070007 PERMIT NO: 070007 - ISSUED: 01/05/2007 JOB ADDRESS: 9625 W. 32nd Avenue EXPIRES: DESCRIPTION: New Single Family Residence (3872 sq ft) 1. This permit was issued in accordance witfi the provisions set Eorth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall ezyire if (A) the work authorized is not mmmenced within sixty (60) days £rom issue date or (B) the building avthorized is suspended or abandoned for a period of 180 days. 3. If this permit espires, a new permit may be acquired for a fee of one-half the amount normally required, prwided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Eull fees shall be paid for a new permit. 4. No work of any manner shall be done thatwill change the natural flow of water causin9 a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an apprwal oE~violat'ipo of visions of the building codes or any other ordinance, law, rule or regulation. All plan revie}O, a~~ubjecy~ E 17 silctions. Signature of ZTiief Building Off`cal date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT ~F WHEqTP gUILDiNG INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~ORA~O Building Pe ifm t Number: 'T".(zc_. Date: APFLIGATIUN Properiy Owner: Thomas S. Wright Property Address: 3235 Iris Court Wheat Ridge, CO 80022 Contractor License No.: Phone:303-399-9947 Company: Owner as Conuactor Phone: OWNERICONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT I Buildina Deat. Valuation Figure: I hereby ceNfy that fhe sefback dishances proposed by ihis permit applica tion are accurate, and do not violate applicable ordinances, mles or regulaGons of the Ciry of Value:$3$7,a00. Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all PCririlt FOe:$ , conditions printed on this applica6on and that I assume full responsibility for Plan ReV1eW F.ee:$ ' mmpliancewith the Whea ' ge il ing Code (I.B.C) a ~µ'q ~pplicable Wheat . Ridge Ordinances, for ork un s e i P hs s ~d ins e USe T3X' ~eroJNi~7-fAAI Total:$ I ~ (OWNER)(CONTRACTOR):PRIMED THOMASS.WRIGVf DATE:09/12/06 Use of Space (description): New Construction of Residential Dwelling. Description of work: New Home Construction sq. Ft. 3872 BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS: qPPro ID~LS2C 2~ n p 2 r Ull IS V IS L Zoning: ~ G COMMENTS: oD E C 1 3 20U6 P,pproval: ~j ~ . WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Occupancy: Single Family Walls: Roof: Stories: la, Residential Units: 1 2 31~ 6'1 ~ ' 5yb, ~t?~' 0 U ~ Electrical Le No 3TBD Plumbing License No: TBD Mechanical Licens~e~o ~ Company: s~j //Ltx t L-kC- Company: Ar*r-! S~~ Company: ;j,Rop/'- Expiration Date: pQjag10 '1 Expiration Date: Expiration Date: t4.- .._1. A .....,..,.,i . ~ (1) This permit was issued in accordance with the provisions set forth in your application and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within siuty ( 90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Tull fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding wifh successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. COMMUNITY DEVELOPMENT DEPARTMENT ;oF WHEqTP gUILDING INSPECTION LINE - 303-2345933 CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) v6 tv-~9 Building Pe mit Number: T42e. Date: APPLICATION Property Owner: Thomas S. Wrig~ht 9(p2'`-J W•~ ►11IC~. Property Address: 38354ria-EcafE Wheat Ridge, CO 80022 Phone: 303-399-9947 Contractor License No.: Company: Owner as Contractor Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT Buildinp Dept. Valuation Figure: $ I hereby certiTy that the sefback distances proposed by this permit applica tion are accurate, and do not violate applipble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; fhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condidons printed on fhis application and fhat I assume full responsibility for compliance with the Whea " e il ing Code (I.B. ~arx7~PPlicable Wheat Ridge Ordinances, for ork un 's e i P hs s qy~ mspecfi^^ (OWNER)(CONTRACTOR):PRINTED THOMASS. DAiE: 09/ 12/06 Use of Space (description): New Construction of Residential Dwelling. Description of work: New Home Construction "aca. Sq. Ft. 3872 BTJII,DING DEPARTMENT USE ONLY COMMENTS:~ Approval: N- p6k2p \3 ~ •t^ Zoning: G COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Ft.: RLCENEDD DEC i 3 2006 Single Family Walls: Roof: Stories: ol. Residential Units: 1 Electrical License No: TBD Plumbing License No: TBD Mechanical License No: TBD Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: ApprovaC Approval: (1) This permitwas issued in accordance with the provisions setforth in your application and is subjectto the laws of the St2te of Colorado and to ihe Zoning Regulations and Building Codes of Wheat Ridge, Coloredo or any other applicable ordinances of fhe City. (2) This permit shall expire if (A) ihe work authorized is not commenced within siMy (90) days Trom issue date or (B) the building authorized is suspended or abandoned for a period of'180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notiy the Building Inspector twenry-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and speaficadons shall not be consWed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ COMMUNITY DEVELOPMENT DEPARTMENT ;of WHEqTq BUILDING INSPECTION LINE - 303-2345933 CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) C~~ORA00 ApPLreATraN Building Pe mit Number: "[-fLe Date: Properry Owner: Thomas S. Wright Property Address: 3233iresGetiot W(~eat Ridge, CO 80022 ConlractorLicenseNo.:4~OZS L~.3z"~ A VE . Phone:303-399-9947 Company: Owner as Contractor Phone: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina Dent. Valuation Figure: $ I hereby certity that the sefback distances proposed by ihis permit applip tion are accurate, and do not violate applipble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenls 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 Tull responsibility for compliance withtheWhea ' ge ' ingCode(I.B.uar~¢~~~PPlicaWheat Ridge Ordinances, for ork un e i P hs s~ insoecf n (OWNER)(CONTRACTOR):PRINTED THOMASS. DATE: 09/ 12 / 06 Use of Space (description): New Construction of Residential Dwelling. Description of work: New Home Construction Sq. Ft. 3872 BUILDING DEPARTMENT USE ONLY NG COMMENTS: n ECIS 2 ~ VE~'I Approval: Ill] ~ Zoning: DING COMMENTS: D E C 1 32006 Approval: .IC WORKS COMMENTS: Qp-, /L/d'KJ /Z IZL/OCo . S17;E- SH/`YLL- 61 7-C MProval: DRfF/tif 4.9l77fOc-7- P./-J.SAf4'4.1-iRJSF~'~-TSi7E" G.QA-D j~K/OR Cc"YLT• OF O-c~cy-c~,-PJ.`fx/~G/y'~SSu.9-~~1 DEPARTMENTCOMMENTS: Approval: Single Family Walls: Roof: Stories: X Residential Units: 1 Electrical License No: TBD Plumbing License No: TBD Mechanical License No: TBD Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the Shate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifiptions and any suspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water pusing a drainage problem. (5) ConUaclor shall notiTy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspeotion card before proceeding wifh successive phases of fhe job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regula6on. All plan review is subject to fleld inspections. Value:$3$7,,90b, Permit Fee:$ Plan Review Fee:$ Use Tax:$ Totai:$ City of Wheat Ridge ~F WHEqTP Community Development Department ~ Memorandum ~o~oRAO~ TO: Chad Root, Chief Building Official; David Brossman, Development Review Engineer FROM: Travis Crane, Planner II'~ SUBJECT: 3235 Iris Ct./SFR Building Permit DATE: 14 December 2006 The Community Development Deparhnent has received an application for a single family residence for the property located at 3235 Iris Court. Please retum all comments and plan sets to me after completion of review. If you have any questions, or if you need additional information, please let me know. December 12'b 2006 City of V✓heat Ridge 7500 W.29t' Avenue Wheat Ridge, Colondo 80033 Dear Sir/Madam Re: Proposed New Residence for Mr.& Mrs. Tom Wright. 9625 West 32 Avenue, Wheat Ridge, Colorado We include the foltowing documents. - Building Permit ApplicaUOn. - Four sets of architecYurai and structural drawings. - Sealed Structural drawings - full format - by Parkhurst Incorporated -Two copies of Energy Audit Report by Arwin Pries[ & Associates. - One copy of recent properiy survey including topography. - One copy of Soils Report including letter of amendment. The residence will feature a geo-thermal heating system and an electric solar voltaic system to run the heat pwnps making this project lazgely energy independent. The solar voltaic system is screened from view and supported by a platform, which we call the "solar platform". This device also shades the insulated roof reducing solaz heat gain in summer reducing cooling requirements. . Solaz electric will also lie used to provide hot water req¢irements augmented by a back up electric generator or fuel cell in case of municipai electric power failure. The use of concrete for the main house upper shucture provides a complete air seal wrap with the +nsulation on the ouuide as in commercial construction. This concrete will therefore be kept at a constant temperature providing thermal feed back to the interior spaces thereby modutating temperature variations and providing warm walls for greater indoor comfort. The geo-thermal system witl both heat and cool the radiant floor systems throughout. This approach takes heat out of the ground in winter and puu heat back into the ground in snmmer. An air system augments this system to provide ventilation and quick response to the basic radiant system. Balconies on the bedroom level provide fire escape and ease of window washing as well as opening glass doors for venrilation. Ali thermo-pane glass is E-glass. The basement of the main house features bay windows that are sky-lit with glass bridges . Where basement egress is required secure egress is provided without t6e danger of fa2ting into "window welis". The basement also provides on-grade egress plus two stairs to grade. If you have any quesrions do not hesitate to address questions to contacts identified on the drawings - with copies to the owner - depending on your question. TomSusan Wrigh~f~ 3235 Iris Court, Wheat Ridge Colorado, 80033 City of Wheat Ridge ~~F WHEqTP Community Development Department ~ m Memorandum ~~~oRAO~ TO: Building Contractors FROM: Planning Division SUBJECT: Items to be completed/New Single- or Two-Family Structures DATE: 13 Apri12005 Listed below are a few items to consider while finalizing construction of a single-or two-family structure. Before a certificate of occupancy can be issued for a new single-family or two-family structure, the following items must be complied with. 1. If a driveway is proposed, the first 25 feet of drive surface area must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, which may require paving within the right-of-way. If paving occurs within the right-of-way, a right-of-way permit is required from the Public Works Deparhnent. 2. One street tree must be installed for every 70 feet of street frontage. If the structure is a corner lot with frontage on two streets, each frontage is subject to this provision. These street trees must be at least 2 inch caliper specimens. 3. One hundred percent of the front yard must be landscaped, excluding driveways and sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 4. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 5. No more than 50 percent of the landscaped area may be comprised of tur£ Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 6. No more than 35 percent of the landscaped area may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 7. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quantities. The escrow shall be in the form of 125% of the value of the required landscaped area. 8. It is possible that the Public Works Departrnent may require either construction of curb, gutter and/or sidewalk or that an escrow be submitted for the full amount of these public improvements. It would be beneficial to contact the Public Works Department to discuss the potential for public improvements. 9. Any fence, outbuilding, shed or detached garage will require a separate building permit. If you have any questions regarding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us Residential Worksheet (SFNuplex) Submittal requirements: Copy of Deed F-I Site Plan (to scale) Er Elevations 2_~ Address: ,<'~s1- Csrrrrt QAQVrSS" I J`J W Zoning: Use: FGS Property in the flood plain? 1A~ Lot Size: 3~ -131 sq. ft. Lot Width: ~ 92 ft. Maximum Lot Coverage: 25 % Proposed Improvements: House: 3~jZ°p sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) n - A % s2t3~, sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. Total: sq. ft. 3829 sq. ft. sq. ft. 6 Required Setbacks: FR 30 S t5 Provided Setbacks: FR kt2. S ZD S 15 R 15 s 39 x 71- Maximum Height: 35 ft. Maximum Size: .9t3e+ sq. ft. Proposed Height: Zlft. Proposed Size: 36Z(5 sq. ft. ( 29' -h aanelsl Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site ~ shall be surfaced with concrete, asphalt, brick pavers or similaz materials. For all uses other than one and two family dwellings, no velucle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lo[s. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is pemutted. *Metal sheds in excess of 120 s.f not allowed. Landscapin¢ Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is requued. 100% of the front yard and 25% of the entire lo[ must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: c ~ c Z ENERGY CONSERVATION CODE RESIDENTIAL MECHANICAL • ELE[TNCAI • ENGINEEWNG 6909 SOVTH HOLLY CIRCLE, SUITE 304 CENTENNIAL, CO 80712-1.045 PHONE: 303.773.8773 Fax: 303.779.8333 EMAIL: PRIEST@PEDENVER.COM ~ This is to certify that the design for the residential construction for the project: W Wright residence at 9625 West 32"d Ave, Wheat Ridge W COLORADO Z complies with the 2003 International Energy Conservation Code as adopted by the State of Colorado and the City of Wheat Ridge. The REScheck Compliance Certificates based on Software Version 3.7.3 for the building plans are herewith attached. ' ' 115Q2 : ~ ~ W ~.,S/pA~~ j~~ Priest Engineering, Inc. ' Arwin D. Priest, P.E. F N W ~ ~ PXOVIOIXG OV4411Y EN41X[ERIM6 $f[VICES ACYO55 IXC UXIIEO SIAiES ♦XO A9901Y $iXEE 1 812 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Wright Residence Report Date: 08/31106 Data filename: C:\Program Files\Check\REScheck\Wright_Residence.rck Energy Code: 20031ECC Loration: Wheat Ridge, Colorado Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6158 Construction Site: OwnedAgent: Designer/Contractor: 9625 West 32nd Avenue Clifford Wiens Wheat Ridge, CO 80033 Wiens Design Service 701-2250 West 43rd Avenue Vancouver, BQ CA 604-267-2224 cl iffordwiens@shaw.ca Compliance: Passes Maximum UA: 1014 Your Home UA: 1005 0.9% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss: 2116 0.0 19.7 97 Wall 1 at main and upper floors: Solid Concrete or 4784 0.0 24.0 147 Masonry:Exterior Insulation: Window 1: Metal Frame with Thermal Break:Double Pane with 629 0.380 239 Low-E: Door 1: Solid: 84 0.350 29 Door 2: Glass: 105 0.380 40 Basement Wall 1: Solid Concrete or Masonry: . 2288 0.0 9.0 236 Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 0.0' 208 0.0 217 Compliance Statemenf: The proposed building design described here is consistent with the building plans, specifications, and other calculatlons submitted with the permit application. The proposed building has heen designed to me e2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the ction Checklist. ~Q~ ~ t : 1.~~R ~ Es•~Gi• S- 6 y ~ ~/31 (~i Builder/Designer Company Name Date Praject Notes: Concrete structure, Geo-Thermal, Solar Voltaic design Wright Residence Page 1 of 4 REScheck Software Version 3.7.3 Date: 08/31106 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-19.7 continuous insulation Comments: flat roof deck shaded by solar platform above Above•Grade Walls: ❑ Wall 1 at main and upper floors: Solid Concrete or Masonry:EMerior Insulation, R-24.0 continuous insulation Comments: 8" conc with 4' rigid ext insul, stucco Basement Walls: ❑ Basement Wail 1: Solid Concrete or Masonry, 11.0' ht/9.0' bg/3.0' insul, R-9.0 continuous insulation r mmo,a~ Exterior insulation must have a rigid, opaque, weather-resistant protective covering ihat covers the exposed (aboveyrade) insulation and extends at least 6 in. below grade. Windows: ❑ Window 1: Metal Frame with Thertnal Break:Double Pane wilh Low-E, U-factor: 0.380 For windows without Iabeied U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.350 Comments: ❑ Door 2: Glass, U-factor: 0.380 Comments: Floors: ❑ Floor 1: Slab-On-Grade:Heated, R-0 (uninsulated) Comments: Air Leakage: . ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 7) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible matenals. It non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings, walls, and Floors. Materials Identifcation: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identifed so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the 6uilding plans or specifications. Wright Residence Page 2 of 4 Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Retum ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Retum ducts in unwnditioned spaces (except basements) must 6e insulated to R-2. ❑ Where exterior walls are used as plenums, the wall must be insulated to R-6. ❑ Insulation is not required on return duds in basements. Duct Construction: ❑ Duct connections to flanges of air distributlon system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and wnnections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-em6edded-fabric, or tapes. Tapes and mastics must be rated UL 781A or UL 181 B. Ezception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separete HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trep on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ InsWate circulatlng hot water pipes to the levels in Table L Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a wver unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. , Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Wright Residence Page 3 of 4 Ta6le 1: Minimum insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches bv Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 7" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes r Insulation Thickness in Inches by Pipe Sizes Fluid Temp . Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure(fempereture 201-250 7.0 1.5 1.5 2.0 Low Tempereture 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) My 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (BUilding Department Use Only) Wright Residence Page 4 of 4 Decemberl2'b 2006 City of Wheat Ridge 7500 W.29m Avenue Wheat Ridge, Colondo 80033 Dear Sir/Ivtadam Re: Proposed New Residence for Mr.& Mrs. Tom Wright. 9625 West 32 Avenue, Wheat Ridge, Colondo We include the following documents. - Building Permit Application. - Four sets of architecturai and structural drawings. - Sealed Struchual drawings - full format - by Parkhurst Incorporated -Two copies of Energy Audit Report by Arwin Priest & Associates. - One copy of recent propetty survey including topography. - One copy of Soils Repnrt including letter of amendment. The residence will feature a geo-thermal heating system and an electric solar voltaic system ta nm the heat pumps making this project largely energy independent. The solar voltaic system is screened from view and supported by a platform, which we call the "solar platform". This device also shades the insuLated roof reducing sotaz heat gain in summer reducing cooling requirements. Solaz electric will also be used to provide hot water requuements augmented by a back up electric generator or fuel cell in case of municipal electric power failure. The use of concrete for the main house upper structure provides a complete air seal wrap with the insulation on the outside as in commercial conshuction. This concrete will therefore be kept at a constant temperature providing thermal feed back to the interior spaces thereby modulating temperature variations and providing wazm walls for gteater indoor comfort. The geo-thermal system will both heat and cool the radiant floor systems throughout. T'his approach takes heat out of the ground "m winter and puts heat back into the ground in snmmer. An air system augments t6is system to provide ventilation and quick response to the basic radiant system. Balconies on the bedroom level provide fire escape and ease of window washing as weil as opening giass doots for ventilation. All thermo-pane glass is E-giass. The basement of the main house features bay windows that are sky-lit with glass bridges. Where basement egess is required secure egess is provided withuut the danger of falling into "window wells". The basement also provides oa-grade egess ptus two stairs to grade. If you have any quesrions do not hesitate to address questions to contacts identified on the drawings - with copies to the owner - depending on your question. Tom & Susan Wn 3235 iris Court, eat Ridge Colorado, 80033 \ DEPARTMENT OF PUBLIC WORKS (303)235•2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED JzA4A G ADDRESS 96Z5 ul. 32-*Ja.4y4=~- Deaz 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 ]ocated along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as deternuned 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 wil] conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 oFWHeqr DEPARTMENT OFPUBLIC WORKS - = SINGLE-FAMILY/DUPLEX °oioRao° BUILDINGPERMITAPPLICATIONREVIEW citvorwneateia9e"' , Departrnen[ of Public Works Date: 1 Z.441/0 (i,_ Location: 9CZ; 4t1. 32va A-,iF-. ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SL 'i . to be located at the above referenced address. Please note the summary comments below. 1. Drainage: a. Proposed Grading/Drainage Letter & Plan required: Yes _ No b. Lot drainage/grading to be reviewed by Building Division: c. Site drainage/grading plan have been xeviewed and are: _OK _ NOT OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: Yes _ No b. curb & gutter: Yes No c. sidewalk: Yes No If not, the amount of escrow taken: $ Items escrowed for: The Planner informed of the Escrow Ageement: 3 _LL Does all existing roadway/alley R.O.W. meet the standards of the City: If not, what is required? If R.O. W. is required, has the deed been received: _ Yes _ No 4. ~ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. ~a...✓~ /J-c~'~ ~A4 /D (c Signature David F. Brossman, P.L.S. Date 5. _ NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Pernut Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 6. -\Z Stipulations: 5rl-E~ /S 7D 8E ~r.Q+t'DEt lN SticOf .g ^v~yJgt 7e rw calz.,- stisf ,0-ld,2- TD C- 6 7. _ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) Yes No 8. NOTE: ANY DAMAGE TO THE EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF THIS CONSTRUCTION IS TO BE REPAIRED TO MEET CITY STANDARDS BY THE PERMIT APPLICANT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: Applicant: Phone # Location of Construction: qGZJ W- 3Z ff -vgs~cluAE7 Purpose of Construction: Building Perm it Value: Single Family _X- Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: . $100.00 $ /DO .CO (For document processing) Single Family Residence Review Fee: $50.00 $ vrD •OD (For review of applicable technical documents) CommerciaUMulri-Family Review Fee: . •(For review of elcisting technical documents) $100.00 $ •(For review of technical documenu for conshuction in Right-of-Way, Final Drainage Report, and Erosion Conh-ol Plan) $500.00 $ CDOT Access Peruut Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) TOTAL REVIEW F'EES (due at time ofbuilding permit issuance): $ `SD. Cslj PLEASE NOTE THAT IN ADDITION TO TAE ABOVE FEES, THERE WII,L BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROV$WNTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Date Dl -QS- 07 KAFORMS&LEI"I'ERS\DEVELOPMENTFORMSTeeStructure(68-04).doc Rev6/04 EASEMENT SHOWN IS REGISTERED UTILITY EASEMENT ~ - -160'•0" NORTH ' ELECTRICAL SERVICE PROPERTY LINE ELEV 89 .40' ~ i j ~-ELEV. 97.30' - i EXISTING SEPTIC TANK ! ! SEMENT - 5'-0" i EXISTING GRADES TO BE REVISED TO S111T i GARDENS GARDENDECKANDTRANSITIONALPLAZAS ~ 86-0" qp~_p.~ i i i ~ e~ev. ioo.oa, I H"~a?"'~~ i FEEEEI i i WINDMIL ~ i 1 ~ ELEV. 95.00 PlAIA50NGRA0E ~ ELEV.90.0 ~ Hauatx¢x I JIINIPER MOAT~ `u' '..1 • i ' ELEV.96.00 BASEAIENT IXIT ~ GU+SS BRIOGE6 1 FRON7 OF EXISTINO I ~ EE]]I ~I~- LINK~26X76 s AND NEW HOUS~~OLAR PIATfORM GARAGE 36'X36' : BOAT ~ N MP.IN BIUILOIN6 46'%46' j ELEV. 99.00 I THIS 1REE BEST NEMOVEO REMOVE SICK T2EE ! FOUNTAIN ",ELEv.98.o0 ~i ~ • • , THIS TREE NOT WELL FORMED R ~ PRUNE TO RE-CONFlGURE ~ 0 ~ EXISTING DRIVEWAY - ~ RELATED SPRUCE TREES NOT SHOWN 1 PROTECT E7(ISTING SPRUCE TREES v ELEV 100.00 LEV.94.70' 8' SIDEWALK OUT_ 192'-0" p[GEt k17A_b Svk~~/fCC WEST 32 AVENUE Go .v.vEC77o-L) IF YOU DIG COLORADO - CALL US FIRST CALL 2 BUSINESS DAYS PRIOR TO EXCAVATION FOR UTILITY LOCATIONS 1- 800 - 922 1987 Zo 0 7REE5 SHOWNAREAPPROXIMATE TOPOGRAPHICAL ELEVATIONS ELEVATIONS GNEN FOR E4CH CORNER OF SfTE ARE BASED ON 100.00 AT SOUTH WEST CORNER. LEGAL DESCRIPTION 9625 WEST 32 AVENUE WHEATRIDGE-COLORADO-80033 PART OF IAT 2 DAVO SUBDIVISION JEFFERSON COUNTY-COLARA00 STATE EASEMENT ALONG WEST PROPERTY LINE BUILDING f00T PRINT - 3,628 S.F. SfTE AREA- 37,737 S.F. SITE COVERAGE - 10% PROM YARD SEf-BACK 102'- 0" REAR YARD SET- BACK - 74'- 0" WEST SIDE-YARD SET•BACK - 36'- 0" EAST SIDE-YARD SET-BACK - 20'- 0" BUILDING HEIGHT 26"-0" e EXISTING MAPLE TREES IMPORTANT PROTECT ALL TREES TO BE RETAINED WITH BARRIERS - FIR TREES BUILDING CODE INFORMATION REFERENCES USE OF BUILDING - SINGLE FAMILY DWELLING 1997- UBC OCCUPANCY GROUP - R-3 ( Detached Single Family Dwelling) 1997- UPC CONSTRUCTION TYPE - TYPE v( non-rated) 1997- UMC NUMBER OF STORIES - Two + saseMeNr 1996- NEC 1 Q97- NFf. HEIGHT - 35 FEET ( MAXIMUM) DRAWING INDEX A-00 COVER A-01 SITE PLAN & INDEX A-02 FOUNDATION PLAN A-03 GARDEN DECK FOUNDATIONS A-04 STAIR & ELEVATER CORE A-OS BASEMENT FLOOR PLAN A-06 MAIN FLOOR PLAN A-07 SECOND FLOOR PLAN A-08 ROOF DECK & BALCONIES A-09 CROSS SECTIONS A-7 0 NORTH & EAST ELEVATIONS A-11 SOUTH & WEST ELEVATIONS A-12 GARDEN DECK DETAILS A-13 GARAGE CRO55 SECTION A-14 WINDOW & DOOR DETAILS A-15 WALL DETAILS A-16 STAIR DETAILS A-17 SOLAR PLATFORM A-18 SOLAR PLATFORM SUPPORT A-19 MAIN HOUSE- CONCRETE OPENINGS 5-01 FOUNDATION PLAN 5-02 fIRST FLOOR FRAMING PLAN 5-03 SECOND FLOOR & LOWER ROOF FRAMING PLAN 5-04 UPPER ROOF FRAMING PLAN S-OS SOLAR PLATFORM FRAMING PLAN 5-06 STRUCTURAL DETAILS 5-07 STRUCTURAL DETAILS 5-08 STRUCTURAL DETAILS IMPORTANT SEE LARGE FORMAT SEALED DRAWINGS copyright reserved WIENS DESIGN SERVICE E APPROVALS 0 CONSUITANTS tl REVISIONS N PROJECT PROPOSED RESIDENCE FOR WRIGHT FAMILY ■ CONTENTS SITE PLAN & INDEX FILE 1-06 CHECK CW DRAWN yyIENS D^TE DEC.S, 2006 SCALE 1I16" = 1'-O" , _l` II ~ of WHEAT APPLICATION FOR MINOR GRADING/FILL PERMIT CORADO APPLICANTS NAME: ~_/~/n-+/'fiS ~S • l~fiY. (/1"T~ APPLICANT'S ADDRESS: qG a'S 30Z- 0,0 ADDRESS OF FILL: , S/~YYJF~ DATE OF APPLICATION: 0!' 05- C} 7 All permits shall be applied for through the Public Works Depariment. An approved pemut is effective for a period of one (1) yeaz from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by ihe respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such fhat they are free of mud and other construction debris tracking from the site. Failure to comply with this requiremeni will result in the enforcement of Article II, Specified Nuisances, Secfion I5-16 (4) of the City of Wheat Ridge Cnde ofLaws. MINOR GRADING. EXCAVATION, AND FILL PERMITS 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yazds, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than duee (3) feet in depth and is not intended to support permanent shuctures, aitd in addition, such fill or excavation does not obstruct or otherwise adversely af£ect any drainageway. Should any of the above standazds be exceeded, or a drainage way be affected, a pernut shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yazds may be allowed with a pemut approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Locarion and dimensions of all property boundazies and struchues on the site. B. Location and extent of areas to be filled and/or excavated. C. Loca6on of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-secrion azea to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavafion. F. Relative elevation of adjacent properties. G. EiOS10II COR.Yi01 yi8u SuGwiLS placemEni oi conYOl devices such as hay baies, EYC. DO3 3 3. 501-10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepazed and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. LocaUon and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established imgation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be required if site runoff chazacteristics are changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within tliirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contawiuants shall not be used except with the approval of the City Engineer. "For the purpose of tlus Section, the term debris shall have the same meaning as the terms "gazbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill azeas within the City of Wheat Ridge. C. Excavation and/or fill azeas shall be graded to facilitate weed conhol until final grades aze set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). I:VORMSffiLEITERS\APPSffiPERT9'ISNfwmGmtlin8ffiFi11PemniLdoc 2 Rev?JOS 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards l Olto 1000 cubic yazds for the fust 100 cy $zsso ? 3. So $37.00 $37.00 plus for each additional 100 cy or fractionthereof cy X $17.50/100cy 1001 to 10,000 cubic yazds for the first 1000 cubic yazds $194.50 plus, for each additional 1000 cy or fraction thereof cy X$14.50/1K cy *Wheat Ridge Code of Laws Section 5-76. TOTAL $ °2 3 •SO All permits shall be applied for prior to fill deposirion or excava6on operations begin. Any permit applied for after cutting or filling operations on site aze in progress shall be subject to a double fee and other penalries as prescribed by Wheat Ridge Code of Laws, Secrion 26-1004. Any fill requested under tlus permit within the 100 yeaz flood zone MiJST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLA1N ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT TffiS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WiTH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS a1ND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WiLL CAUSE IMMEDIATE REVOCATION OF TFIIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY TI3E CITY OF VVHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: S ~ A pli ts Signature CiTy En eer 00 Owner's Signature (if different than above) :7/aq Approval ate 1:70RMS&LEITERS\APPS&PERM11SNtinmGnd g&Fi1lPamicdoc 3 Rev2/05 InTEC Integated Testin~AQV&gSOg Company of Denver Metro, LLC, Geotechnical, Environmental 8 Geological Engineering • Construction Services • Civil Site Development Mr. Tom Wright 3235 Iris Court Wheat Ridge, Colorado 80033 Re: Addendum to Soils and Foundation Investigation (Raft Foundation is Acceptable) Proposed Residence 9625 32"d Place Wheat Ridge, Colorado InTEC Job No: C061029 Mr. Wright, As requested, InTEC of Denver Metro, LLC has agreed to amended the original foundation recommendation as found in the Soils and Foundation Investigation dated Apri19, 2006. The origina( recommendation called for the subject structure to be placed on piers and a structural floor. It is our opinion that this type of foundation has a low probability of foundation movement. The azchitect for this project is Clifford Weins. Mr. Weins has experience with and has recommended a"Raft" type foundation. It is our understanding this monolithic ridged slab would be 12 to 18 inches thick and contain a great deal of steel reinforcing the top and bottom of the sfixcture and constructed of high psi concrete.. There would be injection port couplings strategically bored through the slab which would allow the for mud jacking in the future should the slab heave or consolidate. The slab would eliminate the crawl space associated with a structural floor and the concems associated with water infiltrating the crawl space. Both the Clifford Weins and Tom Wright have also conveyed to me that the upper floors are extremely ridge and sturdy enough to not to be effected by movement of the raft. Some movement can be expected with this type of foundation. IF the owner is willing to accept the additional risk of movement with this type of foundation and realize that additional costs may be encountered in the future order to correct the movement, InTEC does recognize the above "Raft" type foundation could be used in the construction of the house described by Mr. Weins and Mr. Wright. InTEC appreciates and wishes to thank you for the opportunity to be of service to you on this pro can be of additional assistance during the materials testing- quality contr~~@ction, please contact us at (303) 463-9317. Doug 4501 Wadsworth Blvd. • Wheat Ridge, CO 80033 •(303) 463-9317 • fax (303) 463-9321 • www.intec-geocecn.com Austin DFW Metro Hous[on San Antonio (512) 252-1218 (817) 858-0870 (281) 371-3330 (210) 525-9033 fax (512) 252-1219 fas (817) 858-0036 f~ (281) 371-3334 fax (210) 525-9032 Z£06-5Z9 (OTZ) Xe3 b£££-IL£ (IBZ) xB3 9£00-858 (LI8) xE3 6IZI-ZSZ (Z[S) Xe3 E£06-SZS (OIZ) 0£££-IL£ (I8Z) OL80-858 (LI8) STZi-ZSZ (ZIS) o[uo;ay ues uolsnog oi7ayl M3Q u[;sny uioryz)a;oa3-aaaQrn+n+m . iZ£6-£94 (£0£) XE3 • LT£6-£94 Q0£) •££008 03 `a2pcd acaqN .•pnlg q;zomspeAk IOSh aassalppd :sardoD aro3-q3aloa -5alu! nop ia$etrew qaueig ~ •g-d `asnoH Sno(I 31 S;~• p o0'J'I'I `oa;aW JaAaa(I10 Ja.LaI `paluw9ns A1Tn3padsa)l 'L I£6-£9b Q0£) 3e sn aaeluoa aseaTd `uonpruisuoo 3o asuqd Iol;uoo ,CiilBnb-Suqsai sl¢ua3stu ay3 guunp aouelsisse Iauo►lippe3o aq uso anijl•3oafoid sntl ao noA ol aoin.ras 3o aq o; Xlamuoddo ay; j03 no,i xuai{i oi saqsuin pue saje!oaJdde Dalui -uoilanizsaoa pasodoid ayl ol pajelai suoiiepuaunuoaai pve `suoiiepuammooai iooU qvis `aapniisuoo ;aauiaseq `sainssaid 8uraeaq pue add; uotiBpuno3 l03 saoijspuauauooai pu¢ 8misai fdomoq8l pue uoTjaSilsanui pla3 aqi jo slinsal aql s;uasaid uodai paqosue aqZ -aouap►sal pasodoid aql jo,{ uot;eSilsanvi uo[;8puno3 paE icos aqi pa;a1duioa seq 3Z,1 `oJlan ianaa(I 30 jg,i,ui `palsanbai sV `uOuM 'ji1t 6ZOI903 :oN 9of jaT.uI opelo[oa`asP!2I walih1 0012Id p,Z£ SZ96 aouapcsag pasodoid uori¢`dlzsanui uo«epuno3 pae spos :ag W`duM woZ 44Q :uoI;uauV ££008 opelo[oo `asprd ieayM unoj sui S£Zf uSuM moy -jw 900Z `6 IudV luawssassy ai6oJoaE) • saoinJag uoi;aniysuoo • 6uu884u3 Ieyuawuainu3 +g Ieoiuy3a3oaE) rp:IJLIUI •~ZZ `~anuaQ jo ~uvduzoa 2uu3aui2ug pu~ ~ujisas pa~~z2ajuI ,iuudazoD.2utzaaut5ug pue iiui;saZ palez23juI SNOI.LHQNHM0DH2I N2IOtY\H.L2IdR - D XIQKlddd S'IIV.LHQ IsIv2IQ NOI.LvQNIl03 'IdDIdA.L - g XIQKaddd .L2IOM SIH.L .LIlOUH NOI.LVM03I1I .LW.L2IOdYdI - V XIQNHdd`v' S.L'If1SH2I .LS3.L NOI.LdQV2IfJ - OI N 6 g2If1rJI3 S.L'If1SMd.LS3.L NOI.LdQI'IOSNOD QNd ''I9Y1S - 8n-rI; S 32II1rJI3 S'IOgKAS rJ0'I DII-IdV2I'J - b g2II1tJI3 SiJNRIOS A2IO.I.b'-aO'IdXa 30 SrJO'I - £ ?8 Z ME1'JI3 rJNRIOg AUO.LdHO'IdXH 30 NOI.L6 DO'I QNd NF>"Id H.LIS - I 32If1'JI3 L suoIivilwn o•s SNOI.LVAVZ)X3 L'b L 9 NOI.LVNVd3tId 31IS 9'4 9 39dA[IVNQ 33VdNf1S S'6 9 3gVNIVHQ "tldN[1S8f1S QNtl S4V01'IViI3.LV'1 4'D 5 AIOI.LjRN.LSNOJ3QV2I9-NO-fltl7S £'b b sa3id a3,1vad ['Z'b b SNOI.LVQAIROd 9NIQ71Rg Z'h b S.L'7f1S32ldOSIS.I'IVNV I'b b SNOI.LV4N3WW033N28A[OISS[1JS1a 0'D C....................................................................... 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I ~ ❑ No one available for inspection: Time 3:i5 AM/PM Re-Inspection required: Yes No * When corrections have been made, call for re-inspection at 303-234-5933 i Date: S 6/oS Inspector:",~ 6 f DO NOT REMOVE TH/S NOTICE t i ~