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Home My WebLink About6730 W 29th AvenueZoC7o63 Zi 6?30L-/Zgf� A4J INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Plumbing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Concrete Encased Ground (CEG) �_ p Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof �_ p Floodplain Inspection (if applicable) Lath / Wall Tie Fire Inspection / Fire Protection Dist. Rough Electric " Final Electrical Rough Plumbing/Gas Line Final Plumbing Rough Mechanical Final Mechanical Rough Framing Roof Rough Grading Final Window/Doors Insulation Final Building Drywall Screw/ Nail NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather a City of Wheat Ridge Z Residential Roofing PERMIT - 201706322 PERMIT NO: 201706322 ISSUED: 08/18/2017 JOB ADDRESS: 6730 W 29th AVE EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 12 sq *** CONTACTS *** OWNER (303)233-0973 LILLY BRETT R SUB (303)756-7663 Ty Correy 090134 Advanced Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,200.00 FEES Total Valuation 0.00 Use Tax 130.20 Permit Fee 156.75 ** TOTAL ** 286.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. M A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1-i 01-7 - N , ) Job Address: (C -� 3 c w `?fid'A c-6 Permit Number: a o 1-7 c 6 3 a- ❑ No one available for inspection: Time M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: a F i 8 Inspector: DO NOT REMOVE THIS NOTICE It. � 4 i CITY OF WHEAT RIDGE Building Inspectiorr Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 c & - 01, d Job Address: -7 3 G tv a 9_�-h �^E Permit Number: '3 0 I -7 0 6 3 a P V ❑ No one available for inspection: Time = u a AM/� Re -Inspection required: Yes I I0 1 When corrections have been made, call for re -inspection at 303 -234 - Date: 'L-) la, I Inspector: DO NOT REMOVE THIS NOTICE 4, City of Wheat Ridge " Residential Roofing PERMIT - 201706322 PERMIT NO: 201706322 ISSUED: 08/18/2017 JOB ADDRESS: 6730 W 29th AVE EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 12 sq *** CONTACTS *** OWNER (303)233-0973 LILLY BRETT R SUB (303)756-7663 Ty Correy 090134 Advanced Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,200.00 FEES Total Valuation 0.00 Use Tax 130.20 Permit Fee 156.75 I ** TOTAL ** 286.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706322 PERMIT NO: 201706322 ISSUED: 08/18/2017 JOB ADDRESS: 6730 W 29th AVE EXPIRES: 08/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 12 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. j7 - Signature of O}3 R or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature ofZ"1 ief Building Official n Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 20171/ �3ZZ- From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 16, 2017 2:50 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION D L Property Address 6730 W 29th ave Property Owner Name brett filly Property Owner Phone 303-233-0973 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 65 Z Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed 7672 con.pdf Contract CONTRACTOR INFORMATION Contractor Business advanced exteriors Name Contractor's License 090134 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 3037254502 2200 S VALLEY HIGHWAY Contractor Email Address freddygreen@advancedexteriors.net Retype Contractor Email freddygreen@advancedexteriors.net Address DESCRIPTION OF WORK TOTAL SQUARES of 12'/ the entire scope of work: ' Z Project Value (contract 6200 value or cost of ALL materials and labor) Are you re -decking the No (/ roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? 66 Does the scope of the Yes / project include a pitched roof (2:12 or greater pitch)? How many squares are 12 part of the pitched roof? Describe the roofing shingles materials for the pitched roof: Type of material for the Asphalt pitched roof: Provide any additional 5/12 detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application 67 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Freddy Green Email not displaying correctly? View it in your browser. 68 �Aa� m Advanced Exteriors, Inc. � �� Rla Progg�rly Ownerjs Customer Proposal Date Properly Address � ��"� �,, Primary na ,�+ ,� Cffy, stale p 1 secondary Phone Insurance eompany Claim # Bmai ddress> d Tear off ? bMsj cf composition & _kxyer(sj of Inspect decking D install decking Install ice and water shield on t5 -o-- Install 15 # felt ❑ Install 30 # felt Install premium synthetic deck protectio k� r Install starter course of shingles -entire perimeter [i "r s Install drip edge perimeter flashing - color ' Install reinforcement in valleys usin�M Closed valleys ❑ open valleys Replace step flashing on sidewalls, chimney and skylights Install 6 nails per shingle throughout field areQ__ Roofing product ff Roofing color B f� } Manufacturer Warranty ❑ Special Instructions/Additional Work Standard ridge High profile ridge Install ridge vent Install turfle vents ;K- Install vents Install pipe jack flashings a Install furnace caps Point jacks/stocks to match roofing color Detach and reset _ Remove and cover Install beauty course of ridge shingles on heodwalis Detach and reset satellite Remove satellite Clean up & remove trash Sweep with magnetic roller Clean out guttersil,J. ' Provide building permit Register > � Manufacturer Warranty Advanced eriors, Inc. Five Year Roofing Labor Warranty Advanced Exteriors, Inc, $2,000,000 Liability Insurance Approximate Date(s) of service: �1 Payment Terms: (Advanced Exterfors, Inc. is not responsible for any property and casualty Insurance corner`s delay or denial of an insurance claim, in whole or in part). ]F� i ! r ^ • • f - f ' • * " • �„r wr,� fli7-ir r siri��rs nn�rrnrr•rrrs ri,��r�.� Dollars The property awmqs) CCustorrier") authorizes Advanced Exlerim Inc. (Cornpanyl to mA win ffelr insurance carrier to obtaln the full scope of f' i a -w f .•.. ♦ or • •s. s ^• • - • •' ♦• •• r;f .s -f - :r+ •, - ? t � i! • • f •�• wr'w i i.....•• •• f •: • • .•. .f i f'. • f' l^ i iw -•• '� •? •: f.•i • • By sii be ! gree to all contract conditions on front and back of this agreement, and have been provided ni Jiic th to cancel both in writing and orally r''✓ Cu r Sig L Acceptance Dat! e Company Project manager signature 2200 S. Valley Hwy. www.AdvancedExteriors.com 303-756-ROOF(7663) Office Denver, CO 80222 303-756-3756 Fax FOR OFFICE USE ONLYDOW city 1� r:R t DEvELoPmENTit Building & inspection Servkes Division PA, V. 29 Ave., Wheat Ridge, CO 8M33 a Roview . 343-235-2355 * Fax: 303-237-8929 .. . Inspection Line; 343-234-5933 (ifr propertyaddress) + a a m W.R. Cfty License # Complete all information on BOTH sides of this form s s' � .a• win � ♦ r � A ++. �. y_yy �h 1W Y t AF # b 9e • t > � M � i W. 0 6 Sq. RAF attes - Gallons Othor Certificate Of Completion Building Division 7500 W 29TH 00AVE WHEAT RIDGE CO 833-8001 •@901NfflflfflRN= Stipulations: Remove and Replace Stick Framed Roof. Existing Roof Failed Due to Inadequate Framing. Need to Tear Off Existing Shingles, Sheathing, Framing and Replace with Trusses and Put Back as Before. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: LILLY BRETT R 6730 W 29TH AVE WHEAT RIDGE CO 8021 Contractor: Steven M. Pacifico 425 SANTA FE DR DENVER CO 80204-5023 Co '`Edit ' Editions NO change shall be made in the USE of 2012 ICC/2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate of Completion 2006 ICC/2005 NEC from the City of Wheat Ridge. Other C le Bui c t or Zoning oning Aalnis t- rator IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES MEMEM 'a & From: 015— Homeguard_ y Page: FOR OFFICKUSE ONLY City of DOW OMMY�Iglid EW Ite t F7 Old! ' .�t l 7600 a � 0�' AVe., Wheat,Ridge,, CO 80033 t031.236-2806" Fay°; ; t� �'- 92 P t r aec Line: 103� 5033. Building Permit Application Address; a a 1+V:Ft, .pity c6m,plett all ird6ruiation bo BOTH,sides of this form 05/01/2015 08:13 From: Scan -2015- Homeguard Restoratio Page: Z/Z i R 1Nr y 1R {p f ELECTRICAL ! SERVICE UPGRADE .R M i ME RCI ' R #RESIDENTIAL,ROOFING Nl , REPAIRR s, , CiMENT SPAIRor ;R R LACMENT R i R *-REPLACEMENT Cs�n�n �{-s hc;,�-�;�hin�,({S � 1 ow Sl�- )a *-w- �lj�z_ �top-c U FOR OFFICE USE ONLY Date: f:i t L# t'r ?t t t..(, 'N't Plan/Permit Building & Inspection Services Division 7500 W. 23'h Ave,, Wheat Ridge„ CO 80033 Pian Review Fee. Office. 303-235-2855 * Fax: 3034237-8323 l Inspection Line. 30-234-5333 PAID Building Permit Application l � t Address: 53 ., Ar+ Mite tl inlra ` rE-mail: $ub Contractors: Electrical: Obt 1, f. ,r i e W.R. City License Plumbing: WR, City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical W.F. City License # Complete all information on BOTH sides of this form 0 • w w" w ►# NEW COMMERCIAL STRUCTURE • El .. .SERVICE UPGRADE COMMERCIALNEW RESIDENTIAL STRUCTURE EICOMMERCIAL ROOFING RESIDENTIAL ROOFING RESDENTIAL ADDITION COMMERCIAL ACCESSORY STRUCTURE RESIDENTIAL :STRUCTURE(Garage, shed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT •LUMBING SYSTEM/APPLIANCE SYSTEM/APPLIANCEREPAIR or w x ELECTRICAL x r w i. REPAIR * s■ x mount of materials to be used, etc.) k PA -C -t- A5 bt -J�� . Sq, FULF Stu's Gaaflona Ami Squares Other AmPac Restoration & Construction 425 Santa Fe Dr Denver, CO 80204 Client: Brett Lilly Property: 6730 29th St, Wheatridge, CO Operator: SHAWN Estimator: Shawn P. Ambrose Type of Estimate: <NONF-,> Date Entered: 4/6/2015 Price List. CODE8X.-MAR 15 Labor Efficiency: Restoration/Service/Rernodel Estimate: 2015-04-06-0944 Business: (720) 932-1244 Work, sliall comply with the fifflowing codm 2012 IRC, 2012 IECC & 2014 NEC, Drattstopin g & fire stopping shall comply with Sections 302,12 & 302.11 ofthe 2012 IRC, Pr(,)videti-u.ssmanut",-,Icturer'spi,ofil,- Loft 4 drawings at time of frarne Wh"(Ftt 0 au"O'no Department inspection, l.""plift connections and roved bearing shall comply with drawings. Rafters shall bear, fully at heel cut. ......... L and shall have one 112,5 clip per FIFICIAL DATE rafter at bearing point, * oft oem* or mop" of pkw,4Vedkxfim All shingles shall be nailed with a for, of an "Mol of, MW vbkow to I* WWft C06 or of 91 Cky M&Nvat mininium of 6 nails per shingles and " to vl*b of cacel 00 PMWS10ft of 00 mid roof inspection required on tile, rwdkwmof0*C*yshdaotb*v&M. concrete, or inetal roofis. Ice and water shield tend erlaynient extending 2deet i'nside exterior walls is required at the eaves, APPROVED FW ISmoke alanns shall bc required in SW*d to nspeckm each sleeping room and outside each Wheat Riage Building, Npt sleeping area per 2012 IRCI, Section 313; detector(s) shall Carbon monoxide ........ ---F%n Ctwker c,()jjjpjN, with Section R315 rel the 2102 fj" & liot more than 10' fron, the entrance of arty sleeping roorm I AmPac Restoration & Construction AM" ftIC, 42.5 Santa Fe Dr 111111111— —11-1— Denver, CO 80204 Family Room 337,56 SF Walls Family Room 487. 18 SF Walls & Ceiling 1-7 16,63 SY Flooring S, 49.17 LF Ceil. Perimeter Door 2* Tf X 6'51' Door TV X 6' 5" DESCRIIYHON Cr. R&R Two coat plaster over metal lath 8. Seal more than the ceiling w/latex based stain blocker - one coat 10, Paint the walls and ceiling -cane coat 11. Mask and prep for paint - plastic, paper, tape (per LF) NOTES - 0 ice 7 i-7 iffCam 379.83 SF Walls 559,29 SFWcells &Ceifing 1 .94 SY Flooring 56.17 LF Ceil, Perimeter NIUNK271" mzm� 149.63 SF Ceiling 149 63 SF Floor 43.67 LF Floor Illerit-neter Opens into Exterior Opens into OFFIC T Q'TY 198,79 SF 19&79 SF 487.18 SF 49,17 LF zm� 179,46 SF Ceiling 179,46 SF Floor 48,98 LF Floor Perimeter Opens into FAMILY—RC ONI Page: 2 425 Barite Fe I:ir Denver, CO 80204 Door V8 3/1Cr" X 65" Subro ono Closet 1 (1) Subroror : Closet 2 () �;#F2�ahrcxaen "Up 63.76 SF Walls # fl 69� 18 SI" Walls & Ceiling it } 1160 SY Flooring 111.23 SF Wills & Ceiling 9� r 9.53 LF C"eil, Perimeter Door V8 3/1Cr" X 65" DESCRIPTION 20R&R Two coat plaster over metal lath 21. Seat more than the ceiling w1fatex based stain blocker _eine chert 22. Paint the walls and ceiling - one coat 23. Mask and prep for paint - plastic, paper, tripe (per LF) gym. Subroror : Closet 2 () �;#F2�ahrcxaen r_ a d 3r4 4 I 97.'25 SF Walls ,g1kne () # 9' 111.23 SF Wills & Ceiling 9� r E k 1.55 SY Flooring 15.15 LF Coil. Perimeter DESCRIPTION 20R&R Two coat plaster over metal lath 21. Seat more than the ceiling w1fatex based stain blocker _eine chert 22. Paint the walls and ceiling - one coat 23. Mask and prep for paint - plastic, paper, tripe (per LF) gym. r �;#F2�ahrcxaen a } F 0 241,37 SF Walls 295.91 SF Walls & Ceiling 6.39 SY Flooring 35.133 %F Ceil. Perimeter 1' 11 13/16" X 6'5" T 9" X 4 5" 5.42 SF Ceiling 5.42 SF Floor 8.15 LF Floor Perimeter Opens into OFFICE 13.913 SF Ceiling 13.95 SF Floor 12.40 1..F Floor Perimeter Opens into OFFICE (QTY 280.00 SF 280,00 SF 739,69 SF 131.15 LF 57.54 SF Ceiling 57.54 SF Floor 31.10 LF Floor Perimeter Opens into Exterior Opens into KITCHEN 'age: 3 AmPac Restoration & Construction A ftPaC, 425 Santa Fe Dr Denver, CO 80204 DESCRIPTION 24, R&R Two coat plaster over metal lath 25, Sea] more than the ceiling w/latex based stain blocker -cane. coat 26. Paint the walls and ceiling - one coat 27. Mask and prep for paint - plastic, paper, tape (per LF) Kitchen io Kilchm "N' .... . . ...... .. .... .... .... 219.33 SF Walls 3213.69 SF Walls & Ceiling 1115 SY Flooring 3125 LF Ceil. Perimeter Door T 9t* X 64 5" Missingg 181all 101 7" X 7' 7" DESCRIPTION 28, R&R Two coat plaster over metal lath 29. Seat more than the ceiling w/latex based stain blocker - one coat 30. Paint the walls and ceiling - one coat 31. Mask and prep for paint - plastic, paper, tape (per LF) ROMM =I DESCRIPTION 5, General Demolition - per hour Demolition of shingles/sheathing and roof structure 2015-04-06-0944 — QTY 93.35Sl 9338 SF 298.91 SF 35.83 LF IMEW� 10936 SF (-'citing 10936 SF Floor 213.50 LF Floor Perimeter Opens into BATHROOM Opens into BACK -ROOM QTY 140,61 SF 140,61 SF 32&69 SF 3125 LF AmPac Restoration & Construction Wap 425 Sarna Fe Dr Denver, CO 80204 CONTINUED - Roof 34, Rafters - 2x 12 - 12" OC (3-5/12 Gable, per SF of floor) 35, R&R Purlin/girt, 20 37, Roofing bid - Horne guard mi 1. Asbestos test fee- full service asbestos survey 2. Taxes, insurance, Permits & fees (Bid item) 3. Durnpster load - Approx. 30 yards, 5-7 tons of debris 38, Electrical Bid NOTES: NNIMIGMEM 0 Page. 5 AmPac Restoration & Construction hA, ftPaC 425 Santa Fe Dr Denver, CO 80204 Grand Total Areas: 2,051.14 SF Walls 840M SF Floor ObO SF Long Wall 840.91 Floor Area 1,427,06 Exterior Wall Area 0,00 Surface Area 0,00 Total Ridge Length UUMEM 840,91 SF Ceiling 9143 SY Flooring 0,00 SF Short Wall 921,47 Total Area 189.19 ExteriorPerimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length 2,89105 SF Walls and Ceiling 260,72 LF Floor Perimeter 290,82 LF Ceil. Perimeter 2,051.1 Interior Wall Area 0,00 Total Perimeter Length Page: 6 8 1 1 21 2 741, k4 K14111 2 0 6 2-C ---------------- ----------- , 7-4-IF Scalc - 1 4ori REACTIONS, llb!sum) 1.138410-16 (min.0-2-3),5,0384/(7-38 (min 0-2-3) Max Harz 1-72ll-C 13) Max Uplrft1=-89(LC 14). 5.-89(LC 14) FORCES, (ib) , Max, Comp,lMax, Ten. - All forces 250 (to) or less except when shown, OP CHORD 1-1=-542/5, 1.18--2 811292. 2-18m-2134,1312, 2-19-1899,236, 19-20-18461240, 3-20-17901264; 3,21.-1801,266,21-22--1858/243.4-2�'-,1910i�>39,4-23.-2134�'31 1, 5-23--2281/291 BOTCHORD 1-8-117/646, 1-7=-222,12005,6-7--77/1412,5-6 =-222/2006 WEBS 3 6.-18,'542,4,6- 569/175,3-7=-14!534, 2-7=-575176 NOTES - 1) Wind i ASCE 7-10; Vult-1 15mph (3 -second gush V(lRC2012)=91rnph. TCDL6.0psf; BCD1-6,0pst; h=.251t: B-45tr;L-50[1� eave=6ft� Cat, 11; Exp B: partially; MWFRS (directional) and C -C Exteiror(2} 8.d-0 to 5-0-0, Inlenor(l) 5-0.0 to 12,7-0, Extenor(2) 12-7-0 to 17-7-0 zone; cantilever left and right exposed, end vertical left and right exposed;C-C !or members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL =1,60 2) TCLL: ASCE 7-10; Pf-35,0 psf (flat root snowy); Category It; Exp B: Fully Exp.; Cl --1,1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load noncorrew rent with any other live loads, 6) -This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6,0 tall by 2-0-0 wide will fit between the brifforn chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplih at joint(s) 1, 5 8) This truss is designed in accordance with the 2012 international Residential Code sections R502.1 11 and E3802.10..2 and referenced standard ANSVTPI 1, 9) "Semr-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, 3x4 ,,z 15x6 4x6 4X6 ',,'; 5X8 re'r2oris i 5of MT20HS ti -- - ------------------------- I ---------- LOADING lost) SPACING- 2-0-0 ----------- CS1, --- DEFL. in (loc) Vdefl L{d PLATES GRIP TOLL 3SO Pithe Grip DOL 1,15 1 TC 0,98 Verdt-L-0 � ,24 6-7 >999 240 MT Ci 1971144 (Roof Snow -35 0) Warner DOL 1,15 BC ,80 0 Veq(TL) 0,4-7 >754 180 MT20HS 0 6 148108 IC ii 10,0 Rep Stress lncc YES d WE 0,119 Horz(TL) 0,08 5 n rt es BCLL 0,0 Code JRC2012,1TPG007 (Matox,m) Werght: 84 to FT. 105� BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x.,f SPF 165OF 1.5E TOP CHORD StrUChlal wood sheathing directly applied. BOT CHORD 2x4 SPF 16500 1.5E BOTCHORD Rigid ceiling directly applied or 10-0-0 on bracing, WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracmg WEDGE be installed during truss erection, in accordance with Stabilizer Lett: 2x4 SPF No.2, Right 20 SPF No.2 ins t tE�Etart guide REACTIONS, llb!sum) 1.138410-16 (min.0-2-3),5,0384/(7-38 (min 0-2-3) Max Harz 1-72ll-C 13) Max Uplrft1=-89(LC 14). 5.-89(LC 14) FORCES, (ib) , Max, Comp,lMax, Ten. - All forces 250 (to) or less except when shown, OP CHORD 1-1=-542/5, 1.18--2 811292. 2-18m-2134,1312, 2-19-1899,236, 19-20-18461240, 3-20-17901264; 3,21.-1801,266,21-22--1858/243.4-2�'-,1910i�>39,4-23.-2134�'31 1, 5-23--2281/291 BOTCHORD 1-8-117/646, 1-7=-222,12005,6-7--77/1412,5-6 =-222/2006 WEBS 3 6.-18,'542,4,6- 569/175,3-7=-14!534, 2-7=-575176 NOTES - 1) Wind i ASCE 7-10; Vult-1 15mph (3 -second gush V(lRC2012)=91rnph. TCDL6.0psf; BCD1-6,0pst; h=.251t: B-45tr;L-50[1� eave=6ft� Cat, 11; Exp B: partially; MWFRS (directional) and C -C Exteiror(2} 8.d-0 to 5-0-0, Inlenor(l) 5-0.0 to 12,7-0, Extenor(2) 12-7-0 to 17-7-0 zone; cantilever left and right exposed, end vertical left and right exposed;C-C !or members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL =1,60 2) TCLL: ASCE 7-10; Pf-35,0 psf (flat root snowy); Category It; Exp B: Fully Exp.; Cl --1,1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load noncorrew rent with any other live loads, 6) -This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6,0 tall by 2-0-0 wide will fit between the brifforn chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplih at joint(s) 1, 5 8) This truss is designed in accordance with the 2012 international Residential Code sections R502.1 11 and E3802.10..2 and referenced standard ANSVTPI 1, 9) "Semr-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, i ticiA+#S .± t. `C3SrS nw, "St}(p°u'f2Y'ted Gab€c a-;:- �......,. ........_..... ....... ........,... .. ...,_,_,_..„ _ _.,. ..,,._,,, ,. .. ...e.,.,,. .. .,...__ e __...., M.r, .,... ,...__„ ...__.. _., ..... .. _.._ __..._.._.. _. .. (a`Nl Scale ,- 1:40 8 0- 1 72 ti 1 20 19 18 '1 k i.UM ER- i f.3P CHORD 2x4 SPF 1650F 1,5E BOT CHORD 2x4 SPF 1650F= 9.5E o,rHERS 2x4 SPE hlo.2 BRACING- IOPCHORD BOTCHORD Structurai wood sheathing directly applied or 10-0.0 cat: pa.€rsins. Rigid ceiling directly applied or 6-0,0 so bracing, Mi Tek recommends that Stabilizers aatc required cross bracing be rnsfalled during truss erections, in accordance with Stabilize? LttPt al0atrors ttuide.,.. k REACTIONS. Ali bearings 23-2-0. �... ..._..... . _,_._,__. IV - Max Harz 2 •7 3(L,C t 2) Max Uplift All uplift 100 to or less at )ornbs) 21, 22, 23, 24, 25. 19, 17 16, 15, 14 Max Grav All reactions 250 In or Cess at joint(s) 24 15 except 20-z374(LC 1), 21==314(LC; 18), 2 2`+75(LC 18)1 23=264(I.0 1 ), 25-416(iC 18), 19-314(LG 19,ia 17.-275(LC 19). 16m264(LC 19), 14=416(0.0 19} FORCES, (Ila) - Max. Gomp.,'Max. Tera. - Ali forces 2507 (Iia) or less except when shown, TOP CHORD 1-2=-77'291;1 3.-32,'256, 4-26.07,'271, 5 28=0,26x, 5-'6 O') 2:0,6 7=0,"263,7-8-0"263, 8-9-0127O, 9-29=0,1267,10-31-0,1271, 11-12--32P'256, 12-t3=-77/29? WEBS 7-20-33510. 6 21-•273`125,2"2h- 293/175, 6 19-273125, 12-14=:-293x'175 NOTES - 1) Wind, ASCE 7-101 Vult-115mph (3 -second gust) V(IRC2012)-91mpda; TCDL-6.0psf; BCDL=6.Qpst, lr-25ff: 8=4514; L-5011 eave=2ft: Cal. Il; Exp B, partially; MWFRS (directional) and C_G Gomer(3) 0.0.0 to 5.0-0, Exterior(2) 5-0.0 to 12-7.0, Corner(3)12 7.0 to 17-7x0 zone; cantilever left and right exposed; end vertical lett and right expo sed„C-C for merribers and forces F MWFRS for reactions shown, Lumber DOL=1.60 plate grits DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard industry Gable End Details as applicable, or consult cltmlitred building designer as per ANSI?TPf 1. 3) T"CLL: ASCE ?.10); Pf=35,0 psf (fist roof snow); Category 13; Exp aB; Fully E,xp.; C1-1 A 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x*4 MT2O unless otherwise indicated. 6) Gable studs spaced at 2-0-0 on, 7) This truss ties been designed for a 10.0 last bottom chord live load nonconcurrent with ;:any other live loads, 8)' This truss has been designed for a live load of 2O.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will tit between the bottom chord and any anter members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 21, 22, 23, 24, 25, 19, 17,16,15,14. 10) Non Standard bearing condition, Review required, 1 1 This truss is designed in accordance with the 2012 International Residential Code sections R502. 11, 1 and R802.1 O.2 and referenced standard ARTS€?TP( 1. 12, "Serni-ngad pilchhreaks including heels' Mearnbe., end fixity model was used m the analysis arae: desrgn of this swiss. d Cw1'? 25-24) ,..__._. ..... _ _vA_ .._.._._.. _ . _qA_,_ ., .._.d,........... ,,._._..... _..,._ .... _... ,._.....,_. 4 t7 2420 ..._.._ ..__............. .. _....R.__ ...,_.__.... .. _.... ..,._. ._,.m,,......._.._ s 10'B , ___ ...._..,__,_ �.._,__.....,_ ...., ......._,.... ......_._...... ...._....... .. M,�..,w ..._.a.._ea ---------. LOADINGO df j SPACING- 2-0-0 x CSL Iic3 `TCLL `._._.;i iaES ... RIP 35O (Roof Sn aw 3" 0; Pete Grip Ut3L 1.15 TC, 0,18 S i,....._€... { )197,1144 a Lumber DOL 1.15 BC 0.12 Vet(TL) me - iiia 9913 BCLL 0.0 ' 3 Rep Stress Incr YES i WB 0.101 Horz(TL) .0.01 14 rtra We ? BCDL 10.G Code IRC2 12.'TPS2€ 07 (Matrix ) Wergltt:95lb FT 10°'« i.UM ER- i f.3P CHORD 2x4 SPF 1650F 1,5E BOT CHORD 2x4 SPF 1650F= 9.5E o,rHERS 2x4 SPE hlo.2 BRACING- IOPCHORD BOTCHORD Structurai wood sheathing directly applied or 10-0.0 cat: pa.€rsins. Rigid ceiling directly applied or 6-0,0 so bracing, Mi Tek recommends that Stabilizers aatc required cross bracing be rnsfalled during truss erections, in accordance with Stabilize? LttPt al0atrors ttuide.,.. k REACTIONS. Ali bearings 23-2-0. �... ..._..... . _,_._,__. IV - Max Harz 2 •7 3(L,C t 2) Max Uplift All uplift 100 to or less at )ornbs) 21, 22, 23, 24, 25. 19, 17 16, 15, 14 Max Grav All reactions 250 In or Cess at joint(s) 24 15 except 20-z374(LC 1), 21==314(LC; 18), 2 2`+75(LC 18)1 23=264(I.0 1 ), 25-416(iC 18), 19-314(LG 19,ia 17.-275(LC 19). 16m264(LC 19), 14=416(0.0 19} FORCES, (Ila) - Max. Gomp.,'Max. Tera. - Ali forces 2507 (Iia) or less except when shown, TOP CHORD 1-2=-77'291;1 3.-32,'256, 4-26.07,'271, 5 28=0,26x, 5-'6 O') 2:0,6 7=0,"263,7-8-0"263, 8-9-0127O, 9-29=0,1267,10-31-0,1271, 11-12--32P'256, 12-t3=-77/29? WEBS 7-20-33510. 6 21-•273`125,2"2h- 293/175, 6 19-273125, 12-14=:-293x'175 NOTES - 1) Wind, ASCE 7-101 Vult-115mph (3 -second gust) V(IRC2012)-91mpda; TCDL-6.0psf; BCDL=6.Qpst, lr-25ff: 8=4514; L-5011 eave=2ft: Cal. Il; Exp B, partially; MWFRS (directional) and C_G Gomer(3) 0.0.0 to 5.0-0, Exterior(2) 5-0.0 to 12-7.0, Corner(3)12 7.0 to 17-7x0 zone; cantilever left and right exposed; end vertical lett and right expo sed„C-C for merribers and forces F MWFRS for reactions shown, Lumber DOL=1.60 plate grits DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard industry Gable End Details as applicable, or consult cltmlitred building designer as per ANSI?TPf 1. 3) T"CLL: ASCE ?.10); Pf=35,0 psf (fist roof snow); Category 13; Exp aB; Fully E,xp.; C1-1 A 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x*4 MT2O unless otherwise indicated. 6) Gable studs spaced at 2-0-0 on, 7) This truss ties been designed for a 10.0 last bottom chord live load nonconcurrent with ;:any other live loads, 8)' This truss has been designed for a live load of 2O.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will tit between the bottom chord and any anter members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 21, 22, 23, 24, 25, 19, 17,16,15,14. 10) Non Standard bearing condition, Review required, 1 1 This truss is designed in accordance with the 2012 International Residential Code sections R502. 11, 1 and R802.1 O.2 and referenced standard ARTS€?TP( 1. 12, "Serni-ngad pilchhreaks including heels' Mearnbe., end fixity model was used m the analysis arae: desrgn of this swiss. d Cw1'? 150444 lAE1 1 GnnimmSmwim'M Gable V 1 21 .......... 9�-Y 4 S',Alo - 1:41.7' 4xG = 5xe 11 13 12 11 10 9 3x 10 =�: 4YA 5X8 i ' 3x6 "'� 3X6 8 1 12 25 21C 24 2-Q iiY .......... 10 8-F o 5 .6 2 5'fi 10 t7 3.g ate . ...... - ------- - TCLL 35.0 SPACING. 2-0-0 CSL DEFL in (too) Iidell Lid PLATES GRIP Plate Grip DOL 1.95 1- C 0,64 Verpl-Q -0,09 6-8 >999 24Q MT20 197/144 0,6 (Root Snow-35,01 1 V - >95 Lumber DOL BC 0,52 ed(TQ 018 &B 8 180 TCDL Rep Stress Incr YES WE 0.63 Hor7(1 L) 0.02 5 rata rna BCD,L CLL 00 Code IRC2012,'TP12007 (MatrixMiWeiaht:110lb F1'-101 , B10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF '1.5E TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purrins ROT CHORD 2x4 SPF 165OF 1,5E BOTCHORD Rigid ceiling dir ectly applied or 6-0-0 so bracing, Except: WEBS 2x4 SPF No,2 10-0-0 oc bracing: 6-8,6-41 OTHERS 21o1 SPF No.2 MiTek racy rnmends that Stabilizers and Fequired cross bracing WEDGE be installed during truss erection, In accordance with Stabilizer i Letv 2x4 SPF No.2, Right: 2x4 SPF No.2 REACTIONS. Ali bearings 9-5.8 except dl=Iength) 5 0-3-8, 9=0-3-8, 9=0-3-8, (lb) - Max Horz 1=72(LC 13) Max Uplift All uplift 100 to or less at frantic) 10, 12,13,5, 9 except 11-122(1-C 141. 1--105d-C 19) Max Grav All reactions 250 to or less at joinps10, 12.1, 9, 9, 1 except I 1-1327(LC 1), 13=259(LC 1), 5=10320-C 19) FORCES, (to) - Max. Comp,/Max, Teri, - All forces 250 gbor less except when shown. TOP CHORD 1.1--821304, 1-4 2=013 4 5, 2-42-0/391, 2-43-7411148; 43-44-719/148,344-629,1173, 3-45--629/171, 45-46=-7241146,4-46=-7461146, 447= 13521205 5-47=-15161192 BOTCHORD 1-13.-318/30,12-13.-318/30, 11-12-3181X. 10-11-318,130, 9-10-318130, 8-9.-318/30, 7-8-12111315: 6-7=-121/1315,5-6.-I21/1315 WEBS 2..11--I255.'208 2-8-261964, 4-8-839;1 40 NOTES - I j yxhnd; ASCE 7-10; Vurt= I I Smph (3 -second gust) V(I8C201211=91 mph; TC DL BCDL--,6.Gpsi: h.25tt; 8 4511: L=50tt; eave-6ft: Cat. It; Exp B; partially; MWFRS (directional) and C -C Exterko12) 0-0-0 to 5-0-0, Interfooll 5-0-0 to 12-7-0, Exterior(2! 12-7-0 to 17-7-0 zone: Cantilever left and right exposed ; end vertical left and right exposed;C-C for rnerribers and forces & MWFRS for reactions shizwn� Lumber DOL=1 .60 plate grip DOI.= 1,60 2) 'T toss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI I'Pi 1- 3) TOLL: ,3)TCLL ASCE 7-10; Pf=35.O pst (flat roof snow); Category it; Exp B; Fully Exp.; Ct=l, 1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1,50 MT20 unless otherwise indicated. 6) Gable studs spaced at 2..0-0 no. 7)1 his truss has been designed for a 10,0 bet bottom chord live, toad nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection toy others) of truss to hearing plate capable or withstanding 100 lb uplift atjoinbsj 10, 12 13 5, 9 except (ji-lb) 11 _122, 1-90}5; 1. 105, 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1.1 and 8802,10,2 and referenced standard ANSVTPI 1. 11) "Serni-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. MME�� . ..... . .... .. 1-10444 $.1.2 5X8 M720HS is M LOADING "Pat) SPACING- 2-0-0 CS1, DEFL. in (ioc) I/clefi Lid PLATES GRIP I CLL 35,0 Plate Grip DOL 1-15TC I 0,68 VerhLL) -0,09 4-14 >999 240 MT20 197/144 (Roof Snow=35A Lumber DOL 1.d5 BC 6L35 Vert(TL) -0,14 4.14 >999 180 MT20HS 148,108 ICDL 10�0 Rep Stress Inor YES WE 0,of� Hcrz(11I i 0.02 3 1111 old BOLL 010 Code IRC2012"TP12007 (Matrix -M) Weight: 43 to FT- 10% BCDL LUMBER- BRACING - TOP CHORD 2x4 SPF 1650E 1.5E TOP CHORD Sn uctoral wood sheathing direcfiy applied or d-3-13 Do purlins BOTCHORD 2x4 SPF 1650F 1,5E BOT CHORD Rigid ceiling directly applied or 10-0-0 so bracing. WEBS 2x4 SPF No.2 Mitek recommends that Stabilizers and required cross hiacirrg WEDGE be installed during truss election, in accordance with Stabilizer Left` 20 SPF No.2, Right: 2x4 SPF No,2 REACTIONS- 0b,'sizel 1-880/0.3-8 (rnin.0-1-8),3-88010-3-8 Max Hors 1.46(LC 13) Max Uplrftl--57(LC 14). 3--57(LC 14) FORCES. hb.1 - Max. Comp,lMax- Teri, - All forces 250 (V or less except when shown, TOP CHORD 1-15.-10721152,15-16.-97Oil58,1617=,9491160,2-17--945il75,2-18=' 945/175, BOTCHORD 1.5=-106,398:1-4=-651876,3.,4=-1061876 WEBS 2-4-01280 NOTES - 1) Wind: ASCE 7-10; Volt. 1 15rnph (3. second gust) V(iRC2012)=91 mph; TCDL-6,0pm: BCDL.6,0pst; h. Flit; B-4 5th L=50ft: eave=6ft; Cat, 11; Exp B; partially; MW FRS (directional) and C -C Exterior(2) 0-0,0 to 5-0-0, Intenor(I t 5-0-p to 8-0-0, Exlehor(2) 8-0-0 to 13-0-0 cone; cantilever left and right exposed; end vertical left and right exposerbC-C for members and forces & MWFRS for reactions shown: Lumber DOL=1,60 plate grip DOL 1,60 2) TOLL: ASCE 7.10; Pf-35,0 psf (flat roof snow); Category il. Exp B; Fully Exp.; C1.1 A 3) Unbalanced snow loads have been considered for this design, 4) Ali plates are MT20 plates unless otherwise indicated, 5) This truss has been designed for a 96.0 get bottom chord live load nonconcurroul with any cither live loads, 6)' This truss has been designed for a live load of 20,Opsf on the bottom chord in air areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottem chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jornbs) 1, 3, 8) This truss is designed in accordance with the 2012 international Residential Code sections R502,1 1A and R802.1 O 2 and referenced standard ANSI,'TPI 1. 9)' emi,rigid pitchbreaks including heels" Mernber end fixity model was used in the analysis and design of this truss, LOAD CASES) Standard Supported Galk, NOTES - 1) Wind. ASCE 7,10; Vuft-t 15rnph (3 -second gust) VhRC2012)-91mph, ICDL=6,0p f; BCt3L-.,6.0ps€, h-=25ft: B-450; L=50Qt eave=2tt; Cat, If: Earp B, partially; MWFRS (directional) and C -C Corner(3) 0-0-0 to 5-0-0, Extehor(2) -0-0 to 8-0-0, Corner(3) 8-0-0 to 13,0-0 zone;. cantilever Zeit and right exposed; end vertical left and right exposed;C-C for rnembers and forces 8 MWFRS for reactions shaavra; Cumber DOL. 1.60 plate grip DOL. 1.60 2) "Truss designed for vain loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI?TP! 1, 3) TELL. ASCE 7-10; Pf=35.0 pet (fiat roof snow); Category it; Exp B; Fully Exp.; Cfw1.1 4) Unbalanced snowy Toads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated, 6) Gable ,studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 pct bottom chord live load nonnconc.urrent with any other five loads. 8) " this truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will is`t between the bottom chord and any other members. 9) Provide mechanical connection (fay others) of truss to bearing plate capable of withstanding 100 to uplift at )oint(s) 1 I, 12, 9, 8, t, 7. 0) Non Standard Tae#army condition. Review required. 11) This truss is designed in accordance with the 2032 Internalrorri l Residential Code sections R502,1 11 and R80Z10.2 and referenced standard ANSI/TPI t. 12) „Semi-rigid prahbreaks including heels" Member end fixity model was: used in the analysis and design of this trews. y .., ..._ ..., ...., ______.. ., t .... .. _....__, e,..._.,..... , _......, .,,., ----------- E.._..�...., . _..__.,......_.._,..._....___..___.__.__.�..._..... Plate Otf5et fx ` Pi C i s & it t t 6 i ii # c9%cj Q t4 C C j d1 R,FCt µ � _ m LOADING (Pat) SPACING-„ 2-0-0 CSI. DEFL� in (lo) lidell Lid PLATES GRIP TOLL 35.0 Plate Grip CaC}L t 15 i O.i 9 Vert(LL} r to me 999 MZ C3 197,1144 (Floor Snow 35.0; (_umber C 1,15 BC 0,08 ? VerhTL) rva nra 9 TCC'L i0 -D Rep Stress Neer YES ! WE 005 ' Horz(TL) O7 00 7 We �f"a HCLL 0,0 Code IRC2012,TP12007 (Maiinx) } Weight: 52 to FT =; 10%.. BCDL 10,0 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650E 1.5E TOP CHORD Sfrrrctwal wood sheathing directly applied or 640 as purlins, BOT CHORD 2x4 SPF 1650E 1,5E ROT CHORD Rigid ceiling directly applied or 10-0 0 no bracing, OTHERS 2x4 SPF No.2 M T6 recommends that Stabilizers and required cross bracing WEDGE j be installed during truss erection, in accordance with Stabilizer Lett: 2x4 SPF O,2, Right: 2x.4 SPF No,2 Irk taltatio k rt Pl7E „w„ REACTIONS. All hearings 14-0-0, (Ib) - Max Harz 1 w..48(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 11, 12, 9„ 6, 1 Max Grav Ali reactions 250 ib or less M joint(s) 10, 11, 9,1 7 Except 12= 468(LC 18), 8-468(LC 19) FORCES, (Iia; ., Max, C o mp.tMax. len. - AI`s fortes 250 (to) or less except when shown. WEBS 2-12-369,233. 6-8--3691233 NOTES - 1) Wind. ASCE 7,10; Vuft-t 15rnph (3 -second gust) VhRC2012)-91mph, ICDL=6,0p f; BCt3L-.,6.0ps€, h-=25ft: B-450; L=50Qt eave=2tt; Cat, If: Earp B, partially; MWFRS (directional) and C -C Corner(3) 0-0-0 to 5-0-0, Extehor(2) -0-0 to 8-0-0, Corner(3) 8-0-0 to 13,0-0 zone;. cantilever Zeit and right exposed; end vertical left and right exposed;C-C for rnembers and forces 8 MWFRS for reactions shaavra; Cumber DOL. 1.60 plate grip DOL. 1.60 2) "Truss designed for vain loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI?TP! 1, 3) TELL. ASCE 7-10; Pf=35.0 pet (fiat roof snow); Category it; Exp B; Fully Exp.; Cfw1.1 4) Unbalanced snowy Toads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated, 6) Gable ,studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 pct bottom chord live load nonnconc.urrent with any other five loads. 8) " this truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will is`t between the bottom chord and any other members. 9) Provide mechanical connection (fay others) of truss to bearing plate capable of withstanding 100 to uplift at )oint(s) 1 I, 12, 9, 8, t, 7. 0) Non Standard Tae#army condition. Review required. 11) This truss is designed in accordance with the 2032 Internalrorri l Residential Code sections R502,1 11 and R80Z10.2 and referenced standard ANSI/TPI t. 12) „Semi-rigid prahbreaks including heels" Member end fixity model was: used in the analysis and design of this trews. y 1111 Mliiiiiil� Brett R. Lilly Residence 6730 West 29�h Avenue Wheat Ridge, CO ' L a lnves'E I !gsafive,.96pro-z State Farm NO, 08-5W58-642 lnspecfion4f structural Damage &,eo. Lilly Residence 6'M West 29th Avenue ��A -1 �* � State Farm Submitted by: xy YR Randall P. Bernhardt, RE., ST. Senicir Consultant Col()rado PE,0048431 1 Expires 10/31/15 Technical Review by: Chad Fischer, P.E., S.E. Illinois S.E. No. 081-006193 1 Expires 11'30/1 UM 3/06/15 Date 923A E Terra I-ar, 04'allon. Njo This report and its contents are the Work Product of Engineering Systems Inc. (ESI), This report should only be duplicated or distributed in its entirety. This report may contain confidential or court protected information: please contact an authorized entity prior to distributing. Conclusions reached and opinions offered in this report are based upon the data and information available to ESI at the time of this report, and may be subject to revision after the date of publication, as additional information or data becomes available, CoDvriqht ESI @ 2015 - All Dight s Reserved Phone: 636-240-6095 a Fax: 636-281-9052 "W'" tt CWN a 0 !'1 .P C'W I -3i �. � i �'M" ! "$O€ Inspection cif 6730 29"' Street, Wheat Ridge. CO Page 2 of 8 I E S I P r(:) 3/ ' ject: 47697M 06,1 i State Farm No, 06-5W58-642 INTRODUCTION Engineering Systems Inc. (ESI) was retained bN, State Farm Insurance to provide a structural inspection ofdamage to a residence at 6730 West 29"' Avenue, Wheat Ridge, CO, The purpose of the inspection was to determine tile callse and extent of structural damage to tile roof and walls. According to the owner, Mr, Lilly, he heard a load noise and subsequently noticed some deflections of the exterior roof' to wall connection on the front of the house. He had some ice damming oil the frontand back and indicated that lie had as much as 2 feet of snow on the roof Mr. Randall P. Bernhardt. PE visited the location on Thursday. March 5 and observed conditions on the roof' *the walls and the accessible attic area. This report includes discussion of' his observations, as discussion of' the mechanics of snow load and ice damming and conclusions with a repair protocol, SITE INSPECTION Riqqin)esti tsars The building was a single story house. According to the owner, the house was built in 194 1. The building had as more recent addition on the back, ofthe house. The roof oil the original building was hipped and was constructed ofasphalt shingles on wood board -decking on 1.x4 rafters. The walls were clay tile or brick, and covered with vinyl siding on the outside. The building was about 20*x")O' in plan dimension not including the addition. The addition had a mono -sloped rool'sloping to the rear of the house. Observations The attic area was observed via all access way near the center of the house. There was sorne moisture damage around the roof ventilation openings. The roof vents were located near the ridge of tile roof' oil the north and south sides. The ceiling Joists were covered by blown -in insulation. No structural damage was observed in the attic. The connection of the rafters to the Joists and walls was covered by insulation. (See Figures I and 2) Inspection ol'6730 29'11 Street, Wheat Ridge, Co ESI Pro ' ject: 47697NI State Farm No, 06-: W58_64 Page '3 of 8 3/06,1115 The exterior top of the roofwas observed via to ladder that was used on the front (north), one side (west) and rear (south) of the house. The roof snow depth at the front of the house was approximately 6.5 inches. There was ice and snow in tile gutters of the original roof' construction. There was little snow on the rear side of the hip roof, (Photographs 3 and 4) I iL'kw(' "", Vhsot, Sidc ark Roof I igurr 4 Vhot�, of VlaQ Sias fki There was horizontal displacement of the siding trim above the roof/wall joint on tile exterior with respect to the siding and trine below the joint on the Front and two sides (west and east) of the house but not the rear. The displacement on the front of the house was the greatest at about 2 '/- inches toward the north. The sides had about I inch of displacement outward. A wood member and the top of the masonry wall was exposed on the front side. The wood member was split longitudinally at locations where exposed. Some areas of the split appeared dirty indicating some age to the split, Other areas appeared clean indicating it would have occurred recently. It appeared that the wood rnernber had also displaced laterally can the top of the rnasont�y exposing a clean underside of the wood member, (Figures 5-8) I i -, v � x ; ( toot, np td "phf M of"i in JoiTIT 1,12ury b Phofw�,raph o! (Ivp at 4oot 8\ At Jr. uo Inspection of'6730 29'' Street, Wheat Ridge, CO ESI Pro ' ice(- 47697M State Farm No. 06-5XK58-642 Noe 4 of'8 3/06/15 The gutters on the front and sides were full of ice and sno�N N. The gutter on the east and vvest sides were rotated due to the weigtht ofice and snow. (Figures 9 and 10) k' i"ftirk- §Ci Nl e"j, �'fdc of trews a' it, m ing Rolm cd( .1411vt, "I'here were sorne ruin >r, hairline cracks in the interior wall finish on the front wall and on one side wall and ceifin(y. ffivures I I and 121 in %orlb \A A ( bt " t & 4 's�L m b v0m�� Inspection oft 730 201 Street. Wheat Ridge, CO Page 5 of ESI Project: 4i697 3/06/ 15 State Farm No, 06-,�W58-642 DISCUSSION The cause of the horizontal deformation of the roof with respect to the walls is likely due to a combination of snow load., deterioration ofthe rafters. and deterioration of the rafter connections to the ceiling Joists or nailers, deterioration of the nailers that are anchored to the masonry and excessive load on the gutters firorn ice darnming. Snow Loads in Denver A brief investigation of snowfall records indicated that the 2014-15 winter did not have excessive sno\v fall at a total of approxii-nately 30 inches. 2012-13 had more than twice as much snowfall during the winter. These numbers do not reflect the flUCtUatiOu in depth ol'snowy, only the recorded snow fall. Rafter to Ceiling Joist 'all Connection and Excessive Snow Load The roof rafters are sloped. anchored at the wall and abutting at as ridge board at the ridge. When gravity loads like weight of` building materials and snow are supported by the rafters, the rafters exhibit bending, but also a compressive load. The rafters oil each side of and together with the ridge board act like an arch. When loads are supported on the arch. they produce the bending, a compressive axial load and a horizontal outward thrust at the connection to the wall. Proper construction would ensure that the rafters parallel to the ceiling joists are connected to the ceiling Joists at tile wall and that both rafter arid joist are anchored to the wall. The outward thrust, from the rafters will place a tension force in tile ceiling -joists. Splices in the ceiling joists would need to be adequately connected. Weights of'snow and dead load could cause an overload of the connection of the rafter to joist connection if tile connection is deteriorated or progressively- weakened over time. If' tile connection falls. then the rafters can slip horizontally outward at the wall and tile ridge will deflect vertically downward. In this house, it is assumed the ceiling joists run east -west and are connected to the rafters running in the same direction. The rafters on the hip ends of the roof are supported by the ridge and hip rafters that run diagonally firom the ridge to the roof corners. These members do not have the sarne supportmechanism as the main east -west rafters. They are connected to the ridge board at the peak and the wall. butdo not have ceiling Joists to react against. They depend entirely on the nailer anchored to the wall, but do not exhibit the outward thrust because they do not abut each other at, tile peak. [fthe main rafters slip outward and the ridge deflects downward, then the hip members will also slip outward at the wall. A rafter deflection outward at the cave of I inch, will result in a vertical deflection at the ridge of inches. A comparison of photographs taken on March 5. 2015 were compared with Google Maps photos dated 2012, Though the photographs were taken at slightly different angles it appears that the Inspection of'6730 21)"' Street, \Vheat Ridee, CO ESI Pro ' ject: 476971\1 State Farm No. 00-5W'58-6421 Pa.ge 6 ol'8 .)/06/15 recent photographs exhibit a ridge lhal is slifghtk lower than that seen in the photographs in 201-1. (FigUrcs 13-16) 4"r -A h Niik of $ tou . f, (—%,ic 't I a p, 2 ESI Inspection of'6730 29"' Street, Wheat Ridge, CO Page 7 ol'8 ESI Project: 476971f 3/06/15 State Farm No. 06-5\V58-642 Any shrinkage splitting or rot can also deteriorate the connections, 'Nc+ rot was observed. MMM= When the snovv melts on the roof 'the water runs do\N n the roof, but is darnmed at the cave because the ease is colder than the roof oxer the heated areas Ofthe h()USe. When the temperatures clip below freezing this ponded water freezes. Over days this can progressively 17— . . . . ........ Inspection ol'6730 29' Street, Wheat Ridge. CO E'Sl Project: 47697Nl State Farm No. 06-5W58-642 Page 8 01,8 3/06"15 place as lot ol'weight oil the cave and L'Utter. 'The weight can rotate and fail the gutters. 'This rotation can deform the vinyl siding and trim, One way to inhibit ice daturning is to provide proper ventilation of the attic. -The attic on this house had two vents, one each on the north and south hip roof,,,, near the peak. No other ventilation was evident. 'file smaller hip rool"over the front roorn oil the north side had no ventilation, Proper ventilation would include an intake opening at the lower areas fthe roof and an exhaust opening near the ridge. I'his ventilation will properly exhaust the heated air infiltrated from the OCCUpied area and make the entire root'sur&e closet, to the sarne temperature., thus limiting the damming effect at the eave locations, It is our opinion that the outward deflection ofthe roof with respect to tile wall was due to the failure ofthe connection of tile rafter to the walleither at the connection to the ceiling,jgist and the nailer or the connection ofthe nailer to the wall, fhe failure caused an outward movement on both sides and front hip, Since the snow load was heavier oil the north side the Outward movement was greater at this location, ']'his opinion is substantiated by comparison of photos from 2012 with those ofMarch 2015 indicating a difference in roof lines. Also, the split wood member gives evidence ofa failed wood member attached to the wall. Deformation of the vinyl siding and trim was likely exacerbated by the ice damming effects on the gutter. `There was no evidence of wall deformation due to frost heave or soft soil. 'I'llis usually exhibits severe diagonal, stair -stepped cracks in masonry walls.No such cracks were seen. The repair protocol Would include removing the shingles. decking and rafters for the; roof'over the original building to replace the damaged anchored nailer at tile top ofthe wall, Once exposed, it can be determined if the ceiling joists can remain while tile damaged nailer is removed. The connection of the rafters to the Joists and the nailer would need to Ile constructed according to the 2012 International Building Code. New construction could include a st-nall soffit at eaves for ventilation in addition to a ridge vent or other vents oil the upper parts of the roof. Baffles would be required to provide tile ventilation through the insulation. Restoration of damaged interior finishes WOUld also be required. Tile monosloped roofat the rear of the house over the addition should have minimal disturbance. End ol'Report "Text x, ESI City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Dario- (303) 235-2853 It has been brought to our attention that the property at tqq3C) t'. q`4`' Av- e_ may be in need of the following: ❑ Fence or wall permit ❑ Roofing or Siding permit ,KDeck permit ❑ 5prinkler permit ❑ 5hed permit ❑ 5ign permit ❑ Driveway or walk- way permit ❑ brcavation permit ❑ Demolition permit ❑ interior/Exterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please call or stop by City fiall within 7 days for information. Thank you. Y~ I 1_4L~ +I O I City of Wheat Ridge Building Inspector Date 03123101 13: 18: 03 UNCC WHTROI 00006 UNCC 03/23/01 01:18 PM 0133929 NORMAL GRID Ticket Nbr: 0133929 Original Call Date: 03/23/01 Time: 11:53 AM Op: JER Requested For ❑ate: 03/27/01 Time: 12:00 PM Hrs Notice: 048 State: CO County: JEFFERSON Addr: 6730 Street: 29TH AVE W ~lty' WHEAT RIDGE Grids: 03S069W25SW Type of Work: REMOVE. TREE STUI*P-6ECKr~ Page 1 Meet: N Location: LOC FRONT YARD ONLY **RCCESS OPEN # EXP. : N Company : KEITH ANDRISEVIC H/0 Caller . Alt Cont: WK Phone: (303)274-5146 Oone for: SAME Phone: (303)232-5099 Remarks: Legal: C Members : ATCT01 : ATOW00 : ATN006 : MCLD30 : PCNO00 Members :WRSNOI : PSND06 : UONUO0 : USNDO6 : WHTROI DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 11902 3/19/2001 Property Owner : Property Address : 6730 W 29TH AVE Contractor License No. : 20954 Company : John M. Brever Co. Phone : 274-5146 Phone: 720-291-5087 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 colap'a e Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid~r or rk under this permit. (OWNER)(CONTRACTOR) 'U( Construction Value : $8,679.00 Permit Fee : $167.25 Plan Review Fee : $0.00 Use Tax : $130.19 Total: $297.44 Use: Description : vinyl sid Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issuetl in accortlanCe wilh the provisions set forth in yopur application antl is subjecl to ihe laws of the State of Coloratlo antl [o the Zoning Regulations antl Builtling Code of Wheat Ridge, Colorado or any other applicable ortlinances otthe City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authonzetl is suspended or abandoned for a penotl of 120 days. (3) I(this permit expires, a new permit may be acquired for a fee of one-haltthe amount nortnalty required, provided no changes have been or will be matle in the original plans antl specifications antl any suspension or abandonment has not exceetled one (i) year. It changes are made or if suspension or abandonment exceeds one (1) year, full Fees shall be paid for a new permi[. (4) No work of any manner shall be done that will change the naturel flow of water causing a dreinaqe problem. (5) Contreclor shall nolity the Building Inspector N+enty-lour (24) hours in advance for all inspections and shall receive written approval on inspec[ion carU before proceediing with successive phases of the job. (6) The is ce of a permit or the approval ot drawings and speci6cations shail no[ be construetl to be a permit for, nor an approval of, any violation oHhe provisions f ui ing ",W any other ordinance, law, rWe or regulation. Chief SENT BY:SALES ~ 3-12- 1:10:18LM ; ADVANCE OU7LOOK 1!VC-+ 3032988217;# 9! 3 atl~ ~ YCfD/ P.03 DEPARTMENT OF PLANNINC3 AND pEVELOPMEPiT BuNding Petmit Number : BUILDINQ INSPEC7'ION UNE - 303»2344033 11~ Oa- CfTY OF WNEAT RIDGE Date :~-lc\ C) ~ 7600 WEBT 2111TH AVENUE 11YHEAT ItIDGE. CQ 80216 - [303-236-2111561 property owner; Ke t~~ ~,c~~ e ~ ~n~ c e Sev ~ L PropeAy Address :(¢~3 PAone :1-1`~l - S 1~E ~p Contreota I.icerree No. : Cornporry : Phone : -72 0- 2 g I- S-6 9-1 +......r~~.r. awTIERlCONTftACTOR 610NATURH Of UNOERSTMlDING AND AOREEAENt I Coft (u a.a.) .na aM anar (owNERwcoNrw,crow desenpRion : ,-Q,,t !L - VZ6L Conswction value : PWrru! Fee : Uml! TAI[ : TOW : vso: BUIIPJING DEPARTMENT l ISE ONIY MWmvmd zoNng: aPProval: Approvst: Occupanty : Walls 8IC : Sq. F!. : Root : 5 Driea : Resqental Unils . EteaMat Licenas No : Company : Ezpiration Oate ADproval : PNanDlnp Lkenlie No CemP#^Y ' Expirrtion DW ~ APPfOVaI : MecFiiniesfl.lcense No ' Company , Expirahpn Oato : Approvsl : blt YI ICI~1 m 9W~/ qpkAp M N WOjRa (0 /r bWt WoM BGIIC of CpIQob ME YI IM Z011il1y R ty Otil' ~pY(~I~ hbM'M C/ I1r GN a~MI~O~ MNM W41 pC) WP~ ~T fOIM n*MaarN -fr+e~wy~,rep0p~q!~e irodiwM.iwsbe.na~.rlbem~Y~ur a~Mrt naemMa~wlt) i1Mr~qearema4ea9~uWwrkaoprrocmirn ~IInMI~Ib~d~Yrr~y a ItM~papppy~p !v 1?q Mms N asy~ies le~allfnrt Wons ~h0 a1M e~~ wntle~ ~OY~M w iaqobn WA Oe~aie ~ sIW na Y~w ur0 a 6~. pwTRfar, ~v w~ wR~b~sl et am, Ner~Yen a m~ VnyA~• r..oca r.a. i 0 er qt Ridf ~na t 1Udp~ 1 uNdln~ NlhM q'111M. , IYMOr (Y) M1 e 4A~b1q MIO~OIR~A b WYps~p~0 0~ Chb( 6WOffIQ IRiplCtO( C O ~ rA C 0 a . t 7 I a ~ N y co O F • ao A\ G1 Y , W ` C Y OI C C O ~ . W C~ ~ y ~0. rL W 1 ` " C~. 'O !~6 F Q O C d• ~ ` ii N ~ W ~w 2~ 0 m ~ . Q N ~ w~ 0 ..E W V) V ~ ~ c ~a Q d y rn H ~ ~c o > , O ; r Z L r.. Q U a(A - ~ O r p d O N 1 13 W ~ 'L" 7 y ~ V b J ~ ~ C L 3 c ° ~ r~ tr. ..a,NA" .'k ~ . , . . . . DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 6730 W 29TH AVE Phone : 303-237-6969 Contractor License No. : 20181 Company : Pressman Electric Inc. Phone : 303-931-4833 OWNER/CONTR,4CTOR 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 restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat K2idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Service change to 150 amp Building Permit Number : 8171 Date : 11/20/98 Construction Value : $700.00 Permit Fee : $27.50 Plan Review Fee : $0.00 Use Tax : $10.50 Total: $38.00 Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (1) This permit was issued in accoMance with the provisions set forth in yopur application antl is subjecl to the laws of the State of Coloratlo antl to the Zoninq Regulations and Builtlin8 Code of Wheat Ridge, Cobrado or any ofher appfcable ordinances ot the City. (2) This permit shall expire d(A) ihe work authorizetl is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abandoned for a perlotl of 120 tlays. (3) If this permit rxpires, a new permR may be acquiretl for a fee of one-half ihe amoun[ normally required, provitletl no changes have heen or will be made in the original plana and specifications antl any suspension or abandonment has not ezceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No vrork of arry manner shall he Uone that will change the naturel flow of wa[er causing a tlrainage problem. (5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspecnons and shall receive wntten approval on inspecUOn cartl before proceetliing with successive phases of the ~ob. (6) The Issuance of a permit orthe approval o~drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or re9ulation. wl CSI~~,~C_C,r l ~ 1 Chief Building In ectar THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : l~.'~v yY 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner. h,j ig ilrnon It` Property Address : U 73o H vt Phone :,2,37 6 9,(17 Contractor License No. : a61J'/ Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanls, easements ar restridions of record; that all measurements shown, and allegations made are aecurate; that I have read and a9ree lo abide bY all coaditions printed on this appliwtion, and that I assume full responsibil'Ry for wmpiiance with the Wheat Ridge Building Code N.B.C.) and all other aoolicable Wheat Ridg"rdinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED4L~-04-- DATE Description : :5c " < Phone .1-7/-4/ e- 33 Construction Value : 70-v. Permit Fee : Use Tax : Total: $0.00 Use: BUILDING DEPARTMENT USE ONLY Approval: Zoning : SIC : Sq. FL : Approval : emn[~ncrnxOMmmr€nin Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electricai i.icense No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiretion Date : Approval: Approval: Approval: (1) This pertnil waad Issued In aaordance wiN tlro proWsions sN foM In yopur appliratbn and is suEI'ect Ciro Uw laws ol the SUte ol CdonOO aM to the 2oninq Regulations an Bultliny CoCe of Wheat RidBe, Cobrado «any oNer applicada oNinances o11he ry. This pemul shall expira d(A) Ne vroAC auNOnzed is nol comrt~enced wiU" sizty (60) aays trom Issue Eale a(B) the builOUp avUrorizeA it suzpendM ar aDatWOneO fof a peAOA of 120 days. (J) If this pemiil ezpires, a new pemut may be acquired fa a fee ol ono-luatl the amant nomialy repuireA, pmvideU no chanqes have Oeen a vrill be rtude in the oriainal olans anE sceafKaUons end 8nY wspension w a6anAOnment has not exceeded one (1) ynr. II chanpes are maEe u H suspensbn u aEanEOnment exceeES are (1) year, mn Ieea anan na paia ror a new pemuE. (aj No woAc ol any manner shall be done that wiil dwn0e the naNnl Ilow ol water causing a drainage problem. (5) Contreclor shali rwUy the Buil0lnq Insoecwr twenry-lour (24) lioun In advance fa an Inspec.tions ana shan receive wrinen approwl m Inspection ard Detwe procecdlirp wilh suaessNe phaxs of tne bb. "(e) The iswance ol a pemN or the approval o(drowirps and spedfiwUOns shall rot De mnsWed lo De a permit 1a, rar an approval o( afry vblatlon of Ne provislons . W the EuiW'up w0es a any other ordinance, law, rule a repulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION