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HomeMy WebLinkAbout3845 Dudley StreetCity of Wheat Ridge Residential Roofing PERMIT - 201705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 1, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm1t. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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, an violation of any provision of any applicable code or y ordinance gula 'off► this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. X30 3 INSPECTION RECORD .M.: htt,.,. w.ci.wheatridge.co.us/inspection INSPECTION IREQU.-CT I °^IE. (303) 234-5933 Cancellation.. pitted via the onli, form b, e day of the inspection Occupancy/Type 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 Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To ADaroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To ADDroval Of The Above Insnectinns Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rouah Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail 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 Occupan,,, ,jed. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage p. - ^lease ho , 1 — that rough inspections are completed from the Fire District and electrical low voltage by the Building D"Iiss Ocr, nt '4"-44 A Certificate of Occupancy Is Issued .S ..,a,. -n Tie "-MKir City of Wheat Ridge Residential Roofing PERMIT - 20/705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 *** CONTACTS *** OWNER (303)424-2684 SILEO JAMES M JR SUB (303)827-8121 Rex C. Desso 170334 Affordable Roofmasters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 32,000.00 FEES Total Valuation 0.00 Use Tax 672.00 Permit Fee 522.55 ** TOTAL ** 1,194.55 *** 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. Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List 3845 Dudley St. Wheat Ridge, CO 201705303 8/2/17 Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. 119 - James Sileo 3845 Dudley St. Wheat Ridge, CO , .d;6aQ Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendacations. tio n s Inspector: Date: dd� Property Ow r Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -arty inspection company to perform my roof inspection in lieu of the City of Wheat Ri" a Building Di 'sign inspection. Propery Owner/Agent: i` ) Date: 2 This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 RECEIVED JAN 2 9 2018 Per Please add note to reverse side The City Of VV 1-1 P e 0! 1 0 h e J, rnles Roof, roof Gompoven ts� VeIrify that no rrjne th;,in 2 c,.r FlashOg for roof and Ms,, rail is inst;--flk-d verify thot if It' - permit descOphon Wuabon 'must be! adjus(oO) \/,.--rify sheathing nail pitt(�,rn ( See policy CFickCtS 01"d 'SadCff(--.!-, ,vhere needecl NA-ldl; B vent n-;l..Isf h,.--ive boot se "Vj gn,,, i, I/fuly no Wshmg sh,?;l be ni�n � of AX -4, Vehf,l scuppers al!OW rO!' pt-01)er- �ce and wvkershiefd 2' in heatd �A/-@jj rid Undedayaients rnmif Met 2012 IRC 2n i v rl,,-,Of sln-pe for pror)�,r nil Dripedge AS have Pin of 2" ovedaj--� [Ddpedge should extend dl(-,)vn nein 2" DIripege sh daM be - [-B roll roolling shaH n�'!l he )r -plied WSS than 2:12 s[ope: palaq, qtr r. open -,on. Niree !jt,pl %I 1112 M!,Odifirld R-itijr�en, EPEMJ ITO an slorin 1/4 ail ",.hov� roof 'd 'Piclo,,v roof r,.,,-'!sirjenljaJ R-38, jil Below roof conimerci,--il R-,-�',2 ul Modlied Biturnen, EFIMA!, 'T -PO rnirl sJor"," rnost be 41stalled in cirica(ions— Nllusf have wuany x4h the ad(1 uss on Mr, hMter for him, "Yan-hm) roof` shingles WH not 3, . 12 RAeI[al valky qasijing valwy Hasms ,!!,a'l a min -)r centerlinne with a irin, of 3/4 " high sploph rim(op, 0") buil(Jrl Hic, flo)"A/ line iwfh -d ncl cco 4-12 1,11'e Cifv of lie 2ck, 'The City of Wheat Ridge Inspection Check List notes Final Roof Fail 1 1-1 F;Iil Structural roof components ll,js,� [J Fail Verify that no more than 2 layers of shinc les, exist 1-1 Fail Flashing for roof and walls I-] F"il If new sheathing is installed verify that It is listed in the permit description (Valuation must be adjusted) I L-] Fail Verify sheahing nail pattern ( See policy & Procee-,Jure.,�,) Crickets and saddles where needed I 1 -ail Verify B vent must have boot same g-)Llge as pipe I- j r,n Verify vent caps I rail Verify no flashings are damaged or rus[ed I I 1 -ail Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated wall spaces Underlayments must follow 2012 IRC / 2012 Iff, I Fail Verifil roof slope for proper drainage Fail Dripedge, shall have rnin of 2" overlap I I 1-a1l Dripedge should extend down rein 2" past roof: deck - 1 Fail Dripedge shall be mechanicaly fastened 12" OC I I raii 90 LB, roll roofing shall not be applied t(-,) roof skope- less than 212 slope- Exception, detached garagns, patios, carports, open on three sides with rain. slope of 1:12 J.-] Fail Modified Bitumen, EPDM, -TPO min slope 'I14: 12' slope L.1 i aii Above roof insulation R-25 I I-] rail Below roof residential R-38 I I i, I :__ I 1--;Iil Below roof commercial R-32 I 1 L-1 rnii Modified Bitumen, EPDM, TPO min slope 1/4-:12 slope must be installed in accordance with the nn,---inufac[urpis specifications- Must have mamif-c-lCtUres 1(.-xttei of warranty with the address on the letter foo final Inspecti-MI Metal roof shingle,, shall not be installed on slope loss 12 1'_ I rail Metal valley flashing shall be the sarne material as roof -1 rail Metal valley flashing shall extend a min of 3" front floe centerline with a min. of 3/4. " high splash diverter rib built-in at the flow line with sections ove.rinppincin a min. of 4" "I'OeR)_qj.!irlDments Clay and concrete the shall have a min. 2-112:12 Inge Slopes 4:12 and under recli..0re do1Jhl(--' under) iynnent The City of Wheat Ridge Inspection Check List notes Final Roof Notes IL Date of The City of Wheat Ridge Third Party Form Check List Property Address Permit Number Permit Issued Date Owner Information Property Owner Information Property Owner Address :3 Inspection Company Inspector Name Inspector Contact info. Insipector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all Cityt Ridge Policies and Procedure and Manufacturer's Inspector: Date: *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat _R'ge Building�hyision �inspection. Propery Owner/ Agent: Date: This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Please add note to reverse side X30 3 INSPECTION RECORD .M.: htt,.,. w.ci.wheatridge.co.us/inspection INSPECTION IREQU.-CT I °^IE. (303) 234-5933 Cancellation.. pitted via the onli, form b, e day of the inspection Occupancy/Type 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 Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To ADaroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To ADDroval Of The Above Insnectinns Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rouah Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail 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 Occupan,,, ,jed. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage p. - ^lease ho , 1 — that rough inspections are completed from the Fire District and electrical low voltage by the Building D"Iiss Ocr, nt '4"-44 A Certificate of Occupancy Is Issued .S ..,a,. -n Tie "-MKir City of Wheat Ridge Residential Roofing PERMIT - 20/705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 *** CONTACTS *** OWNER (303)424-2684 SILEO JAMES M JR SUB (303)827-8121 Rex C. Desso 170334 Affordable Roofmasters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 32,000.00 FEES Total Valuation 0.00 Use Tax 672.00 Permit Fee 522.55 ** TOTAL ** 1,194.55 *** 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. Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List 3845 Dudley St. Wheat Ridge, CO 201705303 8/2/17 Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. 119 - James Sileo 3845 Dudley St. Wheat Ridge, CO , .d;6aQ Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendacations. tio n s Inspector: Date: dd� Property Ow r Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -arty inspection company to perform my roof inspection in lieu of the City of Wheat Ri" a Building Di 'sign inspection. Propery Owner/Agent: i` ) Date: 2 This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 RECEIVED JAN 2 9 2018 Per Please add note to reverse side The City Of VV 1-1 P e 0! 1 0 h e J, rnles Roof, roof Gompoven ts� VeIrify that no rrjne th;,in 2 c,.r FlashOg for roof and Ms,, rail is inst;--flk-d verify thot if It' - permit descOphon Wuabon 'must be! adjus(oO) \/,.--rify sheathing nail pitt(�,rn ( See policy CFickCtS 01"d 'SadCff(--.!-, ,vhere needecl NA-ldl; B vent n-;l..Isf h,.--ive boot se "Vj gn,,, i, I/fuly no Wshmg sh,?;l be ni�n � of AX -4, Vehf,l scuppers al!OW rO!' pt-01)er- �ce and wvkershiefd 2' in heatd �A/-@jj rid Undedayaients rnmif Met 2012 IRC 2n i v rl,,-,Of sln-pe for pror)�,r nil Dripedge AS have Pin of 2" ovedaj--� [Ddpedge should extend dl(-,)vn nein 2" DIripege sh daM be - [-B roll roolling shaH n�'!l he )r -plied WSS than 2:12 s[ope: palaq, qtr r. open -,on. Niree !jt,pl %I 1112 M!,Odifirld R-itijr�en, EPEMJ ITO an slorin 1/4 ail ",.hov� roof 'd 'Piclo,,v roof r,.,,-'!sirjenljaJ R-38, jil Below roof conimerci,--il R-,-�',2 ul Modlied Biturnen, EFIMA!, 'T -PO rnirl sJor"," rnost be 41stalled in cirica(ions— Nllusf have wuany x4h the ad(1 uss on Mr, hMter for him, "Yan-hm) roof` shingles WH not 3, . 12 RAeI[al valky qasijing valwy Hasms ,!!,a'l a min -)r centerlinne with a irin, of 3/4 " high sploph rim(op, 0") buil(Jrl Hic, flo)"A/ line iwfh -d ncl cco 4-12 1,11'e Cifv of lie 2ck, 'The City of Wheat Ridge Inspection Check List notes Final Roof Fail 1 1-1 F;Iil Structural roof components ll,js,� [J Fail Verify that no more than 2 layers of shinc les, exist 1-1 Fail Flashing for roof and walls I-] F"il If new sheathing is installed verify that It is listed in the permit description (Valuation must be adjusted) I L-] Fail Verify sheahing nail pattern ( See policy & Procee-,Jure.,�,) Crickets and saddles where needed I 1 -ail Verify B vent must have boot same g-)Llge as pipe I- j r,n Verify vent caps I rail Verify no flashings are damaged or rus[ed I I 1 -ail Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated wall spaces Underlayments must follow 2012 IRC / 2012 Iff, I Fail Verifil roof slope for proper drainage Fail Dripedge, shall have rnin of 2" overlap I I 1-a1l Dripedge should extend down rein 2" past roof: deck - 1 Fail Dripedge shall be mechanicaly fastened 12" OC I I raii 90 LB, roll roofing shall not be applied t(-,) roof skope- less than 212 slope- Exception, detached garagns, patios, carports, open on three sides with rain. slope of 1:12 J.-] Fail Modified Bitumen, EPDM, -TPO min slope 'I14: 12' slope L.1 i aii Above roof insulation R-25 I I-] rail Below roof residential R-38 I I i, I :__ I 1--;Iil Below roof commercial R-32 I 1 L-1 rnii Modified Bitumen, EPDM, TPO min slope 1/4-:12 slope must be installed in accordance with the nn,---inufac[urpis specifications- Must have mamif-c-lCtUres 1(.-xttei of warranty with the address on the letter foo final Inspecti-MI Metal roof shingle,, shall not be installed on slope loss 12 1'_ I rail Metal valley flashing shall be the sarne material as roof -1 rail Metal valley flashing shall extend a min of 3" front floe centerline with a min. of 3/4. " high splash diverter rib built-in at the flow line with sections ove.rinppincin a min. of 4" "I'OeR)_qj.!irlDments Clay and concrete the shall have a min. 2-112:12 Inge Slopes 4:12 and under recli..0re do1Jhl(--' under) iynnent The City of Wheat Ridge Inspection Check List notes Final Roof Notes IL Date of The City of Wheat Ridge Third Party Form Check List Property Address Permit Number Permit Issued Date Owner Information Property Owner Information Property Owner Address :3 Inspection Company Inspector Name Inspector Contact info. Insipector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all Cityt Ridge Policies and Procedure and Manufacturer's Inspector: Date: *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat _R'ge Building�hyision �inspection. Propery Owner/ Agent: Date: This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Please add note to reverse side City of Wheat Ridge Residential Roofing PERMIT - 201705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 1, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm1t. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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, an violation of any provision of any applicable code or y ordinance gula 'off► this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Roofing PERMIT - 201705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 *** CONTACTS *** OWNER (303)424-2684 SILEO JAMES M JR SUB (303)827-8121 Rex C. Desso 170334 Affordable Roofmasters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT4: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 32,000.00 FEES Total Valuation 0.00 x Use Tax 672.00 Permit Fee 522.55 ** TOTAL ** 1,194.55 *** 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 rt Residential Roofing PERMIT - 201705303 PERMIT NO: 201705303 ISSUED: 08/02/2017 JOB ADDRESS: 3845 Dudley ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install GAF GRAND SEQUOIA IR asphalt shingles with 42 SQ PITCH 6/12 I, by my signature, do hereby est that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buildi/atrk all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ownerty an am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furtI a e ally authorized to include all entities named within this document as parties to the work to be performe and thbe a rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one)mate 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issupffft granting of a ermit shallt be construed to be a permit for, or an approval of, an violation of any provision of any applicable Qr an�rdi> or Uldialon of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Monday, July 24, 2017 9:18 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 Property Address Property Owner Name Property Owner Phone Number 3845 Dudley St. D l , James Sileo 303-424-2684 Property Owner Email Field not completed. 5 Address 1 � G J Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Business Affordable Roofmasters Name Contractor's License 170334 L Number (for the City of ' Wheat Ridge) Contractor Phone 303-827-8121 Number Contractor Email Address rexdesso@gmail.com Retype Contractor Email rexdesso@gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF Grand Sequoia IR Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 42 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares 42 on the flat roof? TOTAL SQUARES 42 (pitched + flat) of all roofing material for this proj ect 2 Provide additional detail 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 32,000.00 value or cost of ALL materials and labor) 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 and to perform the work described above. Name of Applicant Rex Desso Email not displaying correctly? View it in your browser. 3 AFFORDABLE ROOFMASTERS k FOSFrimownolyow too-LAN 303-238-0176 Affordable Roofmasters Contract Property Owner(s): fames Sileo [hereinafter, the "Client"1 Address: 3845 Dudley St [hereinafter, the "Premises"1 City: Wheat Ridge State: CO Zip: 80033 Cell: 303-918-5022 Other: 303-424-2684 Email: SLUM UV WUKK Ab AFPKUVEV BY LNJUKANCE CARRIER ■ Remove all layers of roofing ■ Install roofing felt (tar paper) per building code ■ Install new pipe jacks (plumbing vent flashings) ■ Install pre -painted eave flashing as approved • Install new shingles of Client color choice ■ Re -flash all wall abutments and chimneys as needed ■ Install ice and water shield per code requirements • Obtain building permit as required ■ Adhere to all local building codes effective as of install date ■ Remove and dispose of all debris generated by project • Perform magnetic sweep of property to remove loose nails • Provide a current general liability certificate of insurance Y Provide a 5 year Limited Workmanship Warranty Shingle Mfr: GAF Style: Grand Sequoia IR Color: Adobe Sunset Drip Color: Brown Gutter Color jifaDDlicable): Brown Gutter LF: N/A Downspout OTY• N/A LF: N/A Approximate Dates of Service: 8/21/17 Approximate cost of services mg. Rcy): $33,500.00 The above items (approximate costs of dates and services) are general estimates based upon damages known at the time of contract entry. Scope of work will be performed for the RCV total agreed upon with your insurance carrier. Dates are approximate and can be affected by inclement weather, availability of materials, lender time frames for endorsement of insurance checks, or the amount of time your insurance carrier may take to approve the scope and/or payment of services. Estimated Client Payment Responsibility Deductible Amount: $ N/A Additional Work f"Out ofPockef): $ N/A Less ACV of work not completed by Affordable Roofmasters $ N/A CreditAmount $ N/A Annroximate Total Roof Cost: $ 33.500.00 NOTES: This is the amount of the estimate that is the roof on the main house. There will be supplemental items billed to and paid by American Family. These items will be added to the total due the Client will not be responsible for these items 3795 W Union Ave. Denver, CO 80236 Phone: (303) 827-8121 Email: rexdesso@gmail.com CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102743 Issued: 05/11/11 Stipulations: 938 sq ft One Story Addition with Bath. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be,occupied. All other licensing requirements for the City must be met. Site Address: 3845 DUDLEY ST Parcel Number: 39- 224 -00 -041 Owner: Barbara Sileo 3845 Dudley St Wheat Ridge CO 80033 Contractor: Snow Wolf Const. Snow Wolf Const. Mgmt., LLC P.O. Box 801 Indian Hills, CO 80454 For the Following Purpose: Residential Addition Code Editions NO change shall be made in the USE of _ 06 ICC /2008 NEC this building without prior notice 1 - ? 2006 ICC /2005 NEC and a new Certificate of Occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. S rinkler 'System fT C of ui ding Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 05/11/11 13:33:49 City of Wheat Ridge Page 1 bp70l -ls PERMIT INFORMATION - 102743 mmackey PERMIT INFORMATION: Permit #: 102743 Permit Type: Residential Addition Permit Dt: 12/15/2010 Expires: 12/15/2011 Address: 3845 DUDLEY ST Parcel Cd: 39- 224 -00 -041 OWNER: Barbara Sileo Address: 3845 Dudley St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: QTY DUE PAID: Zone Cd: Unassigned DO: 1 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: .00 Use Tax 95,000.00 JOB DESCRIPTION: One story addition with bath (938 sq ft) FEES QTY DUE PAID: Permit Fee 95,000.00 1,091.80 1,091.80 Plan Review Fee .00 909.69 709.67 Total Valuation 95,000.00 .00 .00 Use Tax 95,000.00 1,710.00 1,710.00 --- - - " 3,511.47 "'- --- - - 3,511.47 - - -- CONTACTS: owner Barbara Sileo 3845 Dudley St Wheat Ridge CO 80033 3034242684 go CL2 Snow Wolf Const. Mgmt., LLC Snow Wolf Const. P.O. Box 801 Indian Hills, CO 80454 3036975657 sub CLA Spectrum Electric, Ltd. William J. Judy 8674 Double Header Rd. Morrison, CO 80465 3036978414 sub CL9 B.C. Building Services, LLC Josh /Trudy Slack 7133 S. Shenandoah Dr. Elizabeth, CO 80107 3036469498 sub CLS Copperhead Plumbing Inc. Eugene Viehman III PO Box 632126 Littleton, CO 60163 3036491170 PARCEL INFORMATION: 10 Structure Type RANG 20 Year Built 1955.00 30 Property Type REBID PERMIT CONDITIONS: SS: Approved per case #WA- 10 -07. zoned R -1. Subject to field inspection. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: Reg Apprv'1 Date Approver Note -- ------------------------ - - - - -- ----------------------------------------------------------- zoning 12/10/10 SS Approved per case number WA- 10 -07. REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/15/10 CREATED FROM APPL# 10 -0423 12/10/10 Approved and given to KC for review. 12/09/10 Given to SS for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 COU:COUrtesy 10 -0337 02/14/11 no KC 02/16/11 02/16/11 COMPLETE 05/11/11 13:33:49 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 102743 mm.ckey 2 SHE:Sheathing /Sheer Insp 10 -0337 02/14/11 no KC 02/16/11 02/16/11 COMPLETE 3 SHE:Sheathing /Sheer Insp 10 -0337 02/18/11 no BCSI 02/22/11 02/22/11 COMPLETE 4 MLS:Mesh /stucco /lath 10 -0337 03/01/11 no BCSI 03/02/11 03/02/11 COMPLETE 5 GAS - Gasline Inspection 07 -0114 03/07/11 no KC 03/07/11 03/07/11 COMPLETE 6 MRI:Mechanical Rough Ins 07 -0114 03/07/11 no KC 03/07/11 03/07/11 COMPLETE 7 PRI:Plumbing Rough Insp. 11 -0028 03/07/11 no KC 03/07/11 03/07/11 COMPLETE 8 FRI:Framing Rough Insp. 10 -0337 03/07/11 no KC 03/07/11 03/07/11 COMPLETE 9 MIS:Miscellaneous 10 -0337 03/07/11 no KC 03/07/11 03/07/11 COMPLETE 10 ERI:Electrical Rough Ins 01 -9533 03/07/11 n0 MV 03/07/11 03/07/11 COMPLETE 11 INS:Insulation 10 -0337 03/09/11 no BCSI 03/10/11 03/10/11 COMPLETE 12 DWS:Drywall screw /nail 10 -0337 03/14/11 no KC 03/15/11 03/15/11 COMPLETE 13 COU:Courtesy 10 -0337 05/04/11 no KC 05/05/11 05/05/11 COMPLETE 14 EFI:Electrical Final Ins 01 -9533 05/10/11 no MV 05/11/11 05/11/11 COMPLETE 15 PFI:Plumbing Final Insp 11 -0028 05/10/11 no MV OS /11 /11 05/11/11 COMPLETE 16 MFI:Mechanical Final 07 -0114 05/10/11 no MV 05/11/11 05/11/11 COMPLETE 18 BFI:Building Final Insp 10 -0337 05/10/11 n0 MV 05/11/11 05/11/11 COMPLETE 19 LFI:Landscaping Final 10 -0337 05 /11 /11 no SS 05/12/11 �I A41 CITY OF WHEAT RIDGE 1 / J Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office ,- (303) 237 -8929 Fax INSPECTION NOTICE JU Inspection Type 26 k1 Job Address ' `�' p✓ �' �� Permit Number I `_ i1pr ;� U s l a te -7/ A inspection: - Avg sT, o u INSPECTION RECD INSPECTION LINE (303) 234 -5933 RD Occuuancv/r ype Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. ,i 1- 11 1l)l =lLI AA t rW, INS ECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons or/ h/ Lath / Wall tie Drywall Screw Stemwall / (CEG) Concrete Encased Ground Mid -Roof x1 Reinforcing or Monolithic Electrical Service Weatherproof/ French Drain Rough Electric Sewer Service Lines Fire Department Water Service Lines R.O.W & Drainage VVVN IYUVUNVNL 1 G UN I ILM UVt nAa DttN 01INGU CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing I d -?a-1 l P RI'O�v I'J or/ h/ Lath / Wall tie Drywall Screw P Mid -Roof x1 Roof Electrical Service Building Final Rough Electric Fire Department Rough Plumbing R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Gas Piping �r t "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZAT ION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Rough Mechanical Framing 71-741 J Insulation 3 r Drywall Screw ; -V " (� FINALS Electrical J Plumbing Mechanical ff Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZAT ION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER INSPECTION RECORD OccupancVrrype INSPECTION LINE: (303) 234 -5933 1. Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSP CTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Mechanical Stemwall / (CEG) Concrete Encased Ground Roof Reinforcing or Monolithic Building Final Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) "'NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BFFN SIf.NFn ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Gas Piping Rough Mechanical Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "'NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER :; CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 office * (303) 237-8929 Fax INSPECTION NOTICE inspection Type _41 Job Address permit Number 292 4 77 is-f- o No one available for inspection. irne AM/PM �T Re-inspection required: Yed_ No A When corrections have been made, call f r re - ction at 303-234-5933 Date: Inspector: /ez DO NOT REMO E THIS NOTICE ♦� 4r •- CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address 3 0L.1 igy .5r Permit Number I612�"Y3 j 'R w"� Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. �5�LVF� 110 INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Mechanical Sterriwall / (C5EG) Concrete Encased Ground Roof Reinforcing or Monolithic Building Final Weatherproof / French Drain Fire Department Sewer Service Lines R.O.W & Drainage Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) FINALS Electrical Plumbing Mechanical Roof 311 j71, Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE.- ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A NO lliot' OCCUPA'A" - --------- ........ ------ -- A, '7E"t) c. U Inspection Type ��� /° Job Address -76YS Duolr-� S7'~ Permit Number l'ar /O f AP& AIL2 I for inspection: Time ;tor: t IOVE THIS NOTICE i ;- ❑ No one available for inspection: Time °s' AM /Mv E` Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303- 234 -5933 Date: .311S1 Inspector: .4, e� r. DO NOT REMOVE THIS NOTICE �. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPE NOTICE Inspection Type Job Address Permit Number T05 r ��U��.zj t6Q 1q3 _ a r�n( o r ❑ No one available for inspection: Time �' AM IM) , Re- Inspection required: '�'es ' No *When corrections have been made, call in ec at 303- 234 -5933 Date: Inspector: r: DO NOT REMOVE THIS NOTICE March 4, 2011 r-2 m I-r � f p 2 7 (1 3 John Johnson Snow Wolf Construction P.O. Box 801 Indian Hills, CO 80454 Re: Roof and floor framing walkthrough at 5ileo Residence — 3845 Dudley Street, Wheat Ridge, CO Dear John, At your request, we met the framer on March 3, 2011 at this house to review the roof and floor framing of the addition for conformance with the structural plans which have been noted and approved by the Wheat Ridge Building Department. At this time, all roof and floor framing of the addition were in place, as well as the over framing above the existing garage roof. All framing was satisfactory and in compliance with the plans and details, with the following revisions as noted below. The trellis had not been framed at the time of our site visit. This framing will be completed once the concrete pier caps have cured sufficiently to allow for installation of the trellis column post bases. All revisions noted below have been reviewed and approved prior to execution. 1. The new over framing above the existing garage roof has been modified near the existing garage roof ridge to create a new dormer facing the front of the garage to blend the existing 3.5/12 roof pitch with the 4/12 roof pitch of the new addition. This change did not affect the bearing of the new over framing on the existing garage roof. 2. The 2x6 exterior walls of the TV room which bear the 'E' and F trusses were framed 3" higher than noted on our roof framing plans. The seat out in the extended 2x10 top chord has been modified as shown in the attached detail dated 1/26/11 to bear on the higher plate. Since the required notch in the top chord reduces shear strength of the top chord, 3 /4" plywood gussets were added to reinforce the bearing of the `F' trusses. The shorter `E' trusses did not need to be reinforced. 3. The new 2x4 stud knee wall framed on top of the existing 2x4 stud wall at the rear of the existing garage bearing the new roof framing will be tied to the existing studs with 1 /z" wide -16 ga. galvanized steel straps aligned with 2x4 blocking nailed to all existing full height 2x4 studs. ph: 303.278.8840 fax: 303.279.4354 1509 Washington Ave. Suite B Golden, CO 80401 This steel strap will be wrapped over and nailed to the top plate of the new knee wall and extend minimum 12" over the 2x4 block nailed to the top of the existing 2x4 studs in lieu of the Simpson H2.5T anchors shown in detail 5/A3. This existing rear wall of the garage was bowed outward about 1' /z ", which has been compensated by furring out the existing studs. The existing garage door opening was infllled with new 2x4 framing. 4. All new grade beams had been poured to be 2'/4" below the top of the e /4" T &G OSB floor sheathing, with the 2x6 /2x8 sill plates directly below the floor sheathing. We noted that all grade beams had been provide with 1 /2" diameter anchor bolts spaced 4' -0" o.c. maximum to tie the sill plates to the foundation walls. An additional 3 /4" OSD shim to match the plate width was added to all sill plates to compensate for the additional layer of 3 /4" sheathing over the existing 1x8 board sheathing on the 2xtOjoists framing at the connection between the existing house and new addition. 5. The top of the existing grade beam at the rear and sides of the existing 2 car garage were discovered to be about 10" below the garage floor slab, with the 2x4 studs extending to bear on this plate. The existing 2x4 sill plate was found to be good condition, except below the existing garage door where it has been replaced. The 9'/2" Microlam ledger supporting the new 9'/2" TJI 210 floorjoists that framing into the existing walls was fastened to the existing 2x4 studs with 3- 5" Ledgerlok screws per stud. The ends of the existing studs in the new storage room were provided with treated 1 12" plywood sheathing and metal flashing to isolate the existing stud wall from the new concrete floor slab in the new storage room as noted on the attached detail date 1131/11. 6. An additional drilled pier with a 3" dia. Schedule 40 adjustable pipe column was provided for support of the W&x18 steel beam below the TV room. This column had been added to eliminate the beam reaction at the steel saddle bolted to the rear wall of the existing garage grade beam, which did not have a midspan pier as originally assumed. Sincerely, St QP°j -' =� ` 0m' Design Partnership ��Z 22210 //aa David G. Denning, P.E. �SSlJAk a KC Hamilton Engineering, Inc. December 21, 2010 Barbara and Jim Sileo 3845 Dudley Street Wheat Ridge, CO 80033 Re: Drilled Pier Installation Observations Proposed Residence Additions, 3845 Dudley Street Wheat Ridge, Colorado Job No. 10 -514 References: Foundation Plans by Structural Design Partnership Inc. dated 12 -8 -10, and Geotechnical Engineering Report by KC Hamilton Engineering, Job No. 10 -514, dated 12- 10 -10. Mr. and Mrs. Sileo, As requested, KC Hamilton Engineering, Inc. (Hamilton) observed the installation of drilled piers for the proposed additions at the subject site on December 20, 2010. Two site visits were made on this date. The first visit was to observe drilling of the first 9 piers installed south of the garage. The second visit was to observe concrete placement in these piers, and observe the majority of completed piers in the living space addition on the west side (rear) of the house. A total of 18 piers were drilled at the site. One pier had been added in the living space addition, per the SDP plan modification dated 12- 17 -10. The northwest pier at the storage room south of the existing garage was moved about 14 inches south along the wall line to avoid the soffit overhang of the garage roof. The observed piers met the specified minimum length and bedrock penetration and were drilled in accordance with the referenced plans and report. The pier excavations remained dry during our observation and prior to concrete placement. Reinforcing steel was placed in all piers during our observation, consisting of 2 No. 6 rebar by 30 feet long. Concrete was being placed in the piers using a pump truck. If you have any questions regarding this report, please call (303- 733 -4702 or 720-261-9358). Prepared by: Reviewed by: , David Cushman, P.G. Project Engineering Geologist Kenneth C. Geotechnical Engineer PO Box 300626, Denver, Colorado 80203 Phone: 303 - 733 -4702 www.kchengineering.com Distribution: 3 copies sent to addressee 1 Copy to: Snow Wolf Construction Management LLC P.O. Box 801 Indian Hills CO 80454 1 Copy to: Structural Design Partnership LLC Attention: David Benning P.E. 1509 Washington Avenue, Suite B Golden, CO 80401 KC Hamilton Engineering, Inc. Job No. 10 -514, 12 -21 -10 Page 2 DAC /kch j p PO Box 300626, Denver, Colorado 80203 Phone: 303 - 733 -4702 www.kchengineerinci.com q u a l i t y s t r u c t u r a l d e s i g n structural design partnership inc. OBSERVATIONREPORT FOUNDATION WALL Project Name: Observation by: Address: Legal Description: Subdivision /County: Plan: Sileo Residence Builder. Snow Wolf Construction " David Benning Date: January 4, 2011 3845 Dudley Street Ranch addition Elevation: Stucco & Brick FOUNDATION TYPE BASEMENT GARAGE I tKI I Drilled Pier (Type A) ❑ Standard ❑ Two Car rl Pad & Grade BM (Type B) ❑ Garden Level ❑ Three Car ❑ Spread Footings (Type C) ❑ walkout ❑ Side Load Special Conditions: Drilled pier foundation with crawl space below main floor, concrete slab on grade floor in storage rooms. Foundation Subcontractor. Spiker Construction Observations: At the time of the 10:00 am site visit, all grade beam reinforcement was in place. All reinforcement, including trim bars at wall steps was satisfactory and appeared to be in compliance with the plans and details. Reinforcement remaining to be placed. Comments: UFFR rebar for electrical service provided in west wall of addition to Authorized to proceed with foundation pour when remaining reinforcement is in place. ❑ Further observation required before foundation pour, - CC: John Johnson 1509 Washington Ave, Golden, Colorado 80401 Voice: 303 -278 -1750 Fax: 303-279-4354 q u a 1 i t y s t r u c t u r a l d e s i g structural design partnership in OBSERVATION REPORT FOUNDATION WALL REINFORCEMEN Project Name: Observation by. Address: Legal Description: Subdivision /County: Plan: Sileo Residence David Benning 3845 Dudlev Street Builder. Snow Wolf Construction Date: January 7, 2011 Ranch addition Elevation: Stucco & Brick FOUNDATION TYPE BASEMENT GARAGE Drilled Pier (Type A) ❑ Standard ❑ Two Car Pad & Grade BM (Type B) ❑ Garden Level ❑ Three Car ❑ Spread Footings (Type C) ❑ Walkout ❑ Side Load Special Conditions: Observation of perimeter drain and grade beam waterproofing for crawl space addition Foundation Subcontractor. Observations: At the time of the 12:00 noon site visit, all crawl space grade , beams had been waterproofed and the east half of the perimeter drain had been installed, with work in progress on the west half. Both sides are sloped to meet the 4" dia. solid PVC drain line sloped to daylight at the west side of this lot. The drain installation was done in accordance with the geotechnical engineer's recommendations. Reinforcement remaining to be placed. Comments: These drains have been installed 6" to 18" above the bottom of the grade beam to allow the drain line running through the retaining wall along the west side of this lot to terminate above existing grade. ® Authorized to proceed with foundation pour when remaining reinforcement is in place. ❑ Further observation required before foundation pour. CC: John Johnson 1509 Washington Ave, Golden, Colorado 80401 Voice: 303 - 278 -1750 Fax: 303 - 279 -4354 11 ' -42 P -' — G s 5 TG (99'-10'7 !_Y c i 10' -IIV4" la' -ay" N a . . • u • . OF a 10' -IIV4" la' -ay" N 11 111 PROVIDE 10 MIL POLY VAPOR BARRIER IN CRAWLSFACE TAPE SEAMS 4 SEAL EDGES TC INTERIOR FACE OF GRADE BEA , I —�' \—SAWCUT OPENING IN EXIST GRADE BEAM AS REQ'D FOR NEW DUCTWORK INTO SAWCUT 24"FIX30"tU CRAWLSPACE ADDITION OPENING IN EXIST GRADE BEAM FOR CRAWLSPACE ACCESS m 11 111 PROVIDE 10 MIL POLY VAPOR BARRIER IN CRAWLSFACE TAPE SEAMS 4 SEAL EDGES TC INTERIOR FACE OF GRADE BEA , I —�' \—SAWCUT OPENING IN EXIST GRADE BEAM AS REQ'D FOR NEW DUCTWORK INTO SAWCUT 24"FIX30"tU CRAWLSPACE ADDITION OPENING IN EXIST GRADE BEAM FOR CRAWLSPACE ACCESS . ......... .. ...... ..... .. ! .... . .. ....... .... I .. ... ..... ....... ... ... . .... rO PERFORM." MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chestefield, MO 630175746 Re: J1100526 Sileo residence The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild South (Littleton, CO). Pages or sheets covered by this seal: I17308453 thru I17308484 My license renewal date for the state of Colorado is March 31, 2012. Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. ✓ January 13,201 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSDTPI 1. I� - W I LL 2� ON D N W W N uLL Jp X t H Dl Y OO p O6 U m W$ N OLLO O� NryNryN � 't � S OLLU'OU' z " 0 �o e... 0 u C 4 Q E N S 8 m zi o u� z � 4 P R � �Wt _w n Jab Truss Truss Type Qty Ply Sileo residence LUMBER BRACING fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPH quality Cmedo, DSB-89 and BCSI BuRding Component 50fep Information avaibble from Tmss Plate Institute: 781 N. Lee Street Suite 312. Alexandria, VA 22314. TOP CHORD 2 X 4 SPF N0.2 TOP CHORD 11 7308453 J1100526 Bi Hip Truss 7 1 Rigid ceiling directly applied or 10.0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be JobR erence o tibnal Probuild South, Glfletan, CO 80125 7.250 s Jan 102011 MITek Industries, Ina Thu Jan 1314:51:492011 Page 1 ID:Mgoec8tOZb ?DjU2ZvpC zvkWO- b6go6c&OZti ?DjU2ZvpC,jY4z OVdDun3YmtDzvkVdO 2 -741 Scale = 1:19.8 4M 4x8 = 2x4 II 4x8 = b i B LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0.0 Plates Increase 1.15 Lumber 1.15 Rep Stress Ina NO Code IRC2006/TPI2002 CSI TC 0.30 BC 0.29 WB 0.15 (Matrix) DEFL in Vert(LL) -0.07 Vert(TL) -0.14 Horz(TL) 0.02 (lac) 1 /deft Ud 7 >999 240 7 >975 180 5 n/a n/a PLATES GRIP MT20 1971144 Weight: 44 lb FT =O% LUMBER BRACING fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPH quality Cmedo, DSB-89 and BCSI BuRding Component 50fep Information avaibble from Tmss Plate Institute: 781 N. Lee Street Suite 312. Alexandria, VA 22314. TOP CHORD 2 X 4 SPF N0.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc pudins, except BOT CHORD 2 X 6 SPF 2100F 1.8E 2 -0.0 oc pudins (3 -7-0 max.): 2-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (IWSize) 1= 951/0.58 (min. 0.1-8), 5 =716010 -5-8 (min. 0.1 -e) Max Horz1= 49(LC6) Max Upli$1 =120(1-C 7), 5= 162(LC 7) FORCES (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less,except when shown. TOP CHORD 1 -2= 20941296, 2 -9= 2483/373, 3-9 =2483/373, 3 =- 2483/373, 410 = 2483873. 45 =23691340 BOT CHORD 1-8=24011962,7-8=24812016,6-7=-30012235,5-6=29412175 WEBS 248= 621434, 2-7= 105/591,4-7=49f352,4-6=-471483 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 105mph; TCDL= 6.0psf; BCDL= 6.Opsf; h =1511; B=4511; L =24ft; eave , tft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 pate grip DOL =1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it-lb) 1 =120, 5 =162. 8) This truss is designed in accordance with the 2006 International Readential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design or this truss. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 3z8 = 3x8 = ®WBRNfNG VerlJy 4rcalgn paramaten and RIXE) ONMS611ID IACLfaJBp 8IIE8RIN�1>RBNCS P4G8 BII2 -74Td rca. 20'88138POR6 U.48. Design valid foraseoaly i MTekconnectors.Thisdesign isbasedanty upon pammetersshown. andisforonIndMdual building component �e Applicability ofdesgn pammenters and pm rincomomfionofcomponentisresponsbtity ofbuildingdeslgner -nottruadisuigner. Bmclagshovm k forlateralmpportofindNldual web members only. Addifionaitemporarybracingfoirtsvreslab0iiyd Mi ®gQ trudionisMeresponsbllllryof Me creator. Add! peanoneatbracing of the overall zhvcfurebthe respondbLtyof the buildingdesigner. ra �geneml BUidancerege tling pp�� yy IVlll Powu ek+ fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPH quality Cmedo, DSB-89 and BCSI BuRding Component 50fep Information avaibble from Tmss Plate Institute: 781 N. Lee Street Suite 312. Alexandria, VA 22314. 14515 N. Outer Forty, Suite 1300 a0delfie 1. MO 63017 3z8 = 3x8 = Job Truss Truss Type Qty Ply Sileo residence at isfalofeml"'p of individual web menthe 0 o Additional t thes re ry bocing to insure d itydudngog ener ionis Le regarding of the Additional stability the eoxia eredw, Ad Is the re nsult Llyofthe building designer. r111and ppqqp QW IVI)1 qu a rty lpermanentbracing ve theoverallzwd boa B C g uid ance 1 W W Sa i ron, otion available control, stooge, delivery. erection and.ICing, consu6 2. Alexandra, ra, VA Zl l M 1111 and BCSI BuiMing Component SaroNlnformafian available from Truss Plate lnstitule.) 81N. L ee Sheet SURe 312,Akwntlria. VA 2231A N.OWer butte MM 117306053 J1100526 B1 NIPTruss 1 1 Job Reference tional , mWlla Soum, Lmlewn, GV BN2b 7.250 a Jan 102011 MTek Industries, Inc. Thu Jan 1314:51:492011 Page 2 ID: b6go6cBtC Of? Dj1J2ZwC_ zvkWO-b6go6c8tQZfODjU2ZvpCJY4zdOVCDun3YmtO "kWO LOAD CASE(S) Standard Trapezoidal Loads (A Vert: 1= 0(F =40, B= 40 )-tc-2=- 26(F =27, B =27), 2= 26(F =27, B =27)- too= -69(F =5, B=5), 4= 69(F =5, S =5 } -5= 95(F =-6, S = -B), 1 =125(F =115, B= 10)4 5= 149(F= -127, B =2) ®WdRIUNG- Vm lgopo�mn ON 9NfSBP@ASL�N 8KpBP8Re%Cg P6GSffi194T3 BBPORB UBB. Design wlitl o wBh MBek con c M p a This design h based only upon Parameters shown, and is ual buMng component. ohrpoen inot �� of design bililyofdei componenthre.NOmbiu of designer- o u ign r- try designer. Boxing shown pbo cival rsandproper int, at isfalofeml"'p of individual web menthe 0 o Additional t thes re ry bocing to insure d itydudngog ener ionis Le regarding of the Additional stability the eoxia eredw, Ad Is the re nsult Llyofthe building designer. r111and ppqqp QW IVI)1 qu a rty lpermanentbracing ve theoverallzwd boa B C g uid ance 1 W W Sa i ron, otion available control, stooge, delivery. erection and.ICing, consu6 2. Alexandra, ra, VA Zl l M 1111 and BCSI BuiMing Component SaroNlnformafian available from Truss Plate lnstitule.) 81N. L ee Sheet SURe 312,Akwntlria. VA 2231A N.OWer butte MM CheslerfieW,M063n1] Chess 630 Job Truss Truss Type Qty Ply Sileo residence LUMBER BRACING TOP CHORD 2 X 4 SPF Nc.2 TOP CHORD 117308454 J1100526 BC1 Jack -Open Truss 4 1 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer REACTIONS 2= 469/45 -8 (min. 0.7-8), 5 =13 /Mechanical, 3= 156/Mechanical u' e. Job Reference i Bonet ' rouunu being, Lau mn, uu dmeb pwol 7.250 s Jan 10 2011 MiTek Industries, Inc. Thu Jan 1314:51:502011 Page 1 ID: 31 EAKygVBt7Zc NlgbHQ21BzvkWN- 31 EAKy9VBtP ZcNIgbHQ21BFeYN7YE6k10jHJPSzvkWN Scale =1:5.3 i l LOADING (par) TCLL 30.0 TCDL 10.0 BOLL 0.0 ' BCDL 10.0 SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2006rTP12002 CSI TC 0.58 BC 0.02 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(FL) -0.00 HOrz(TIL) -0.00 poc) Udell Lrd 2 >999 240 2 >999 180 3 Na fire PLATES GRIP MT20 1971144 Weight: 6 l FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF Nc.2 TOP CHORD Structural wood sheathing directly applied or 1-1-3 oc pudins. BOT CHORD 2 X 4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer REACTIONS 2= 469/45 -8 (min. 0.7-8), 5 =13 /Mechanical, 3= 156/Mechanical u' e. Max: Ho Max Horz2 =64(1_13 7) Max Llpllft2= 254(1_13 7), 3= 156(LC 1) Max Grav2= 469(LC 1), 5 =26(LC 2), 3= 109(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 8=45ft; L =24ft; ess a 4ft; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =7.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcunerd with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joints) except (jt =Ib) 2 =254, 3 =156. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPl 1. S) "Semi -rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ® WARN[ NO- Pertj)(d -ILPeF rvmeas wadRPAO MM ON 9$S Brm=LfNHp NfMKPMEREA£S PAGH NR.9473 rw. 10'08 BEFORE use Oeslgn val d foruse only with Mfiekconnecfors. This desgn is based only upon parameters shovm, and is force individual building component. Applicability of design paromenfers and proper incorporation of component is responsibility ofbuilding designer- not truss designer. Bracing shown isforlateralwpportofindividualwebmembers Additional temporary bracing to insure stability dunngcoratructionis the responsbllityofthe ,sector Addltbnalpennonenf lxucng of the overall sfecture a the responsibility the bolding designer. For MiTek of generalgudanceregarding - fabdcaiiorf, quality control; Ttcu ge. delve,, erection and bracing, consult ANSI/TR1 Quality Criteria, M11-89 and BC5l Building Component S.WylnlwmoHon waii.blehom Truss Pi.teinMiNt..781N.Lee Street SUit.3T2,Alexand4a,VA 22914. oe w�w.e... 14515 N. Outer Forty, Sude 4g00 Chesterfield, Me 63017 January 13,2011 Job Truss Truss Type Qty Ply Silea residence (loc) I /dell Ud TCLL 30.0 Plates Increase 17308455 J1100526 BEi Jack -Open Truss s 4 1 240 TCDL 10.0 Lumber increase 1.15 BC 0.10 Vert(TL) Job Reference (optimal 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:51:502011 Page 1 10: 31FAKy9VBt? ZcNI gbHQ21 8zvkWN- 31 EAKy9VBl? ZcNlgbHQ21BFdCNODE6k10jHJPSzvkWN S.w= 1:11.8 i LOADING(pst) SPACING 2 -0-0 CSI DEFL in (loc) I /dell Ud TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.01 2-4 >999 240 TCDL 10.0 Lumber increase 1.15 BC 0.10 Vert(TL) - 0.01 24 >999 180 BCLL 0.0 " Rep Stress Ina YES WB 0.00 H=(TL) -0.00 3 n1a hint BCDL 10.0 Code IRC2006/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No.2 BOTCHORD 2X4SPFNo.2 REACTIONS (lb/size) 3=30 /Mechanical, 2= 46310 -5-8 (min. 0 -1 -8), 4= 31/Mechanical Max Hoiz2 =88(LC 7) Max Uplift3 =19(LC 4), 2= 199(LC 7) Max Grev3 =51(LC 5), 2= 463(LC 1), 4 =62(LC 2) FORCES (Ib) - Max. Comp. /Max Ten. -All forces 250 (lb) a less except when shown. PLATES GRIP MT20 197/144 Weight: 11 lb FT =O% BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-8 or. pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing tie installed during truss erection, in accordance with Stabilizer Installation of NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6,Opsf. BCDL= - &Opsf; h =15ft; B=45ft; L =24ft; eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree notation about its center. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-60 tall by 2 -0-0 wide will fn between the bottom chord and any other members. 5) Refer to girder(s) for from to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt =1b) 2 =199. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fared heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 9 28176 13,2011 A IlKlEHINQ � Vertfy d ®tgnpur ere and FS8D MTW 0 N7& ISBf1D 2NCLOOBID MlT6RR6PSRSNCSPAWMI-74" r,20 -VS 88PONe ow. Deign volts for use on"th MOek connectors. The design b based only upon parameters sha,s ,anal is for an hiolmdual building component. Applicabity of design paramenters and proper incorporation of component k responsibility of building dedgner-not truss designer. Bracing shown � iSfw lateral 5upport of individual w bmembers only. Addifional temporary bracing to insure stateNly d 'n Comhuction is the responsibility of the erector. Adel anal permanent bracing of theovemll a tmclurehtherespon9blltyof MebuildiWdesigner . PorgeneelguNanceregardng MiTek` _ _ _ fabdcafion, quality control. storage, delivery. erection and bracing. conwlt ANSIy1P11 Quality CrlterM, DSB-89 and BCSl Building Component Safety lnimmalldn avalable from Truss Plate Institute. 781 N. Lee Street Suite 31 2 Alexandria, VA 22314. 14515 N. Outer FOdy. Suite 41300 Cheslerfiell, MO 63017 2 -Sb 34A Job Truss Truss Type Qty Ply Sileo residence TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.02 2-4 >999 240 7308456 JH00526 BH1 JACK 2 1 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hom(TL) -0.00 3 Na n1a Job Reference o [ional Pmbuild South, Littleton, CO 80125 7.250 a Jan 10 2011 MiTek Industries, Inc. Thu Jan 1314:51:512011 Page 1 ID: XUnM98yB7OEXSS9yHHPnkWM- XUnYX1 98yB70FXss9yHHPor6nLRzZ _AFMltyuzvkWM 3A-11 Scale = 1:15.7 2.83 12 LOADING (Pat) SPACING 2 -0.0 CSI DEFL in (lac) 1 /deb Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.02 2-4 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.17 Vert(TL) -0.04 2-4 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hom(TL) -0.00 3 Na n1a BCDL 10.0 Code IRC2006rrP12002 (Matrix) Weight: 201b FT =0% LUMBER BRACING TOP CHORD 2 X 6 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 4-5 -8 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bradng. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer gui Inglallatin REACTIONS airtsize) 3= 13 1Mechanicat, 2= 53410 -3-8 (min. 0 -1-8), 4= 32/Mechanical Max Horz2 =70(LC 7) Max Upli110 =13(LC 1), 2= 274(1-C 7) Mars: Gmv3 =50(LC 8), 2= 534(LC 1), 4 =74(LC 2) FORCES (Ib) - Mar. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.0psf; BCDL= 6.0psf; h =15ft; 8=45ft; L =24ft; eave=41ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 per bottom chord live load nonconcuaem with any other live loads. 4) `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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt-lb) 2 =274. 7) This truss is designed in accordance with the 2006 International Residents] Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase =1.15 Uniform Loads (pit) Vert: 1 -2-80 Trapezoidal Loads (plf) Vert: 2= 3(1`=39, B= 39)- to-3 89(F =5, 8 =5), 2= 0(F =10, B= 10)- tc- 4= 22(1`=1, S =1) ®W4APUNG-Verljjl daaOsr Pmvmetmv aedl9840 N01ES ON7111ISBl1m 111CLrNSOegf'S1CIt8P8RSRT8 PbGBHfI -9'4T3 rea. 10'08136POFH USE.. ~a Design vend for use on"h MBek connectors.Tht design is board only upon parameters sham, and is for an individual building component. ApplcabNt, of deslin paramenters antl proper incomoratbn of component is resporaflalily of baring designer -not fruss designer. Bracing shown AdditionaltempwarybracingtoInsurestabilitydurngconstructionistheresponsbil0lyofthe isforlats Iw Fnal permanent bracing of Me overall s ppodofindMdualwebmembersonly. erector Addtt'bMSCtum h the responsibility of the building designer. Forgeneml guidance regamhg _MiTek" , Fabrication. quality central, storage, delivery, erection and bracing, consult ANSIRPiI Quality Criteria, DSB49 and 11051 lending Component Se" lnlamolion avciblul- from Truss Plate Inst[fute, 781 N. use Street, Suite 312, Alexandria. VA 22314. 18515 N. Outer Party, Suite =0 Chesterfield, M093017 January 13,2011 Job Truss Truss Type Oty Ply Sileo residence Well L/d PLATES GRIP TCLL 30.0 1173084511 J1700526 D7 Hip Truss 1 Z Job Ref 8 (optional) F=Uffa SOUK, Lmreton, CO 60125 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:51:52 2011 Page 1 ID:? hLwkeAmjUFHShR3jiTWgczvkW4 ?hLwkeAmjUFHshR3ji WgczaAcAix8KTOmOULzvkWL -z-sa s..a -s >-n.n I a1 to I 4.11 11 za so 25E 335 32 -71 3]L 3-9-2 3a2 3 >5 32 -11 345 258 Scale = 1:56.4 4.00 12 6Xfi = 3x4 = 2x4 II 3X4 = 4X4 = 64- 3x10 = 3x4 = 4x4 = 8x6 = 3x4 = 1(� t LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loci Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Ve rt( LL) -0.38 14 >898 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 SC 0.46 Vert(TL) -0.76 14 >448 180 BCLL 0.0 ' Rep Stress Ina NO VJB 0.33 HOrz(TL) 0.11 10 We We SCOL 10.0 Code IRC20061TPI2002 (Matrix) Weight: 255 lb FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF N0.2 TOP CHORD BOT CHORD 2 X 6 SPF 210OF 1.8E WEBS 2 X 4 SPF No.2 BOT CHORD REACTIONS (lb/size) 2= 3127/0 -5.12 (min. 0 -2 -0), 10= 312710b12 (min. 0-2 -0) Max Hom2 =33(LC 6) Max Upliff2=- 613(LC 7), 10�613(LC 7) FORCES (lb) - Max. Comp. /Malt. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23= 7561/1236, 3 -4= 7725/1242, 45= 9506/1603, 5-18 =- 10048/1682, 6-18= 10048/1682, 6-19= 10048/1682, 7 -19= 10048/1682, 7-8= 9506/1603, 8-9= 7725/1242, 9-10= 7561/1236 BOT CHORD 2 -17= 1075/7027, 16 -17 =- 1063/7294, 15-16= 1469/9503, 14-15= 1469/9503, 1314 = 1469/9503, 12- 13= 1063!7294, 10 -12 =7 W5R027 WEBS 3-17= 401589, 4-17= 9318112,4-16=-481/2663, 5-16= 6651111, 514 = 931720. 7 -14= 93/720, 7 -13= 6651111, 8-13= 48112663, 8 -12= 931812, 9- 1201589 Structural wood sheathing directly applied or 4-1-0 oc puffins, except 2 -0-0 oc puffins (3-5 -5 max): 48. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected W follows: 2 X 4 -1 row at D-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as from (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =29ft; aeve =oft; Cat. 11; Exp C; enclosed; M WFRS (all heights); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 8) `This truss has been designed for a live load of 20.0psf 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 (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjolnt(s) except (it -1b) 2 =613, 10 =613. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rial 1. 11) Girder carries hip and with 7 -0-0 end setback. 12) "Semi-rigid pitchbreeks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical puffin representation does not depict the size or the orientation of the pudin along the top andlor bottom chord. 14) Hangers) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 642 Ib down and 120 lb up at 21 -9-0, and 642 lb down and 120 Its up at 7 -0-0 on bottom chord. The desgn /selection of such connection devicets) is the resoonsibilitv of 0 WBRN/NG- dwt ermnrtaecadNE40NOTES rPro Nrfsy47prw. BBPDIfB r)sx Design valid tor ture oa andis CEP40E onl M1 This design Bn d upon peooeiars shown, and k Individual d component. . foa ofdasi a d proper of co only Appflcoba of design peom non al vie t, proper Inc Ai ,,n of eompo.em is responsibility idly b uildi ng designer hoof hiss designer. Bracing shown designer Isfor la sappper] ofin mem only A itimpoorybracin to MiTek' of the st ebuiling d e co b�INoHheb tle9gnecror. ener ereciar. A dd Iona] pennane irgoftherectio lguidance and bracing. conduit u and Sal Building Component olefyinfor l Sand affl control. valobstooge, Truss P Institute. antllacing, Stool. S uit ZAlex nriaaVA M14. solely lntonnalbn available item Truss Plola Institute. 781N. Lee Slreet.5uife 312. Alexandria, VA 2231 d. 1451 N.00 N.ONer Forty,9uXe 01300 00 Ghestfisl0. M0830t> chest ei chesterfield. 5x6 - .. ._ 15 .. •° 5x6 = January 13.2011 Job Truss Truss Type Qty Iryy Sit. residence J1100526 D1 Hip Truss 1 2 117306957 Job Ref (optional) Littleton, GO 8Oi25 7.250 s Jan 102011 MTek Industries, Inc Thu Jan 1314:51:52 2011 Page 2 ID:? hLwkeAmjUFHshR3jiTWq =kWL- ?hLwkeAmjUFHShR3jff WgLtZmAc4iz8KTOmQULrvkWL LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plt) Vert: 1- 4=80,4-8=40(F=40),8-11=-80,2-17=20,12-17=-173(F=153), 1012 = -20 Concentrated Loads (lb) Vert: 17= 642(F) 12=642(F) ®WARW0 - VM0 dceiga ParmrM.mn aedR N01830N MS INCI.0080 RBFMR SS PAGU101 -74TM rea, IO Design val d for use only with Wek connectors. this design It booed only upon parameters shown, and is for an indMdual building component. Applicablfty of design paramente s and properircamoraflon of component is resporsibllily of building designer -not hass designee Brocing shovm l podof ndMdualwebmemb monly. AtlQfiMalfemp mWbmcmgtoinsurestabilllytl shu n conciionisih mspo illityoffhe for. AddiPk nal permanent uracing of the overall sfiucture b the responoibLty of the building designer. For general guidance regarding NioTek° fabrication, quality control, storage, delivery, erection and bradcl, c--lt ANsf/rmi Guulty CMesla, MB -89 and BCSI Building Component Safety IMarmaBOn ovalable from Boss Plate Institute, MIN. Lee Street, Suite 312. Alexandria. VA 22314. Gut 15 N. er N. 19515 er FOry, Suite rpp0 CB 83017 Jab Truss Truss Type Qty Ply Sileo residence TCLL 30.0 Plates lnaease 1.15 TC 0.64 Vert(LL) -0.24 8 -10 >999 240 117308459 J1100526 D3 Hip Truss 1 1 BCLL 0.0 " Rep Stress Ina YES WB 0.34 Horz(TL) 0.17 6 Na We Job -eference, Reference, Lopfionall rmomia aoum, uaremn, uu aulzo 4Aq � 6 &5 3I 7.250 s Jan 102011 MTek Industries, Inc Thu Jan 1314:51:55 2011 Page 1 ID:QG13NgDe0Pdsj8Ae0g0DSFzvkW - QG73NgDeOPdsjBA eOgODSFzTGOVjvlhm9 ?45fzvkWl 6.90 - 5-2 -11 5- 9.5 8x8 P LOADING (psf) SPACING 2 -0-0 CSI DEFL in floc) Udell Lid PLATES GRIP TCLL 30.0 Plates lnaease 1.15 TC 0.64 Vert(LL) -0.24 8 -10 >999 240 MT20 1971144 TCDL 10.0 Lumberincrease 1.15 BC 0.98 Vert(TL) -0.55 8 -10 >615 180 BCLL 0.0 " Rep Stress Ina YES WB 0.34 Horz(TL) 0.17 6 Na We BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 9916 FT= 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 " Fxcept' TOP CHORD Structural wood sheathing directly applied or 26 -14 oc pudins, except 34: 2 X 4 SPF 240OF 2.0E 2 -0-0 cc pudins (42-4 ma 134. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. WEBS 2 X 4 SPF No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installati REACTIONS (lb/size) 1= 1415/0 -5-8 (min. 0-2-4),6=1415/0-5-8 (min. 0 -24) Max Horz 1 =65(LC 6) Max Upli111= 205(LC 7), 6= 205(LC 7) FORCES (lb) - Maur. Comp. /Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=- 34661515, 2-3= 2800/442, 3 25911443,12-13= 25911443, 413 = 25911443 46= 28021441, 56= 34651515 BOT CHORD 1 -11=- 434/3187, 10- 11= 434/3187, 9 -10= 30012589, 8 -9= 30012589, 7- 8=-43413186 67= -03413186 WEBS 2-10=-656/146.3-10=01388,3-8= 268/272,4-8=0/388, 5.8= 6641146 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B =45ft; L =2911; eave=411; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 5degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonooncunent with any other live loads. 6) `This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 36-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to basing plate mpable of withstanding 100 lb uplift at joint(s) except (jt =1b) 1 =205, 6 =205. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard 4x6 = Scale =1Asa ®WBRIwINGVeNJy dmiBapasmnnatara aadR8BU1W]$SONINIS4PID 8W:LVDIiD Bfl18RR8PeR89K .'B PdQS Bffl 94TJ ZB -'08 BHPOAB US& Designvoild fcruse onlyWth Mffekconnectoa. Thisdesgn kbased only upon pammetersshovm, and isforanindividual buldrngc mponent. ! Applicability of design poramenters antl proper incoiporotion of component isresponsibiGly of bu kting designer -not truss designer. Bmcing shovm ¢ forlaterais uaaportofindhWualwebmembersonly. Additlonaltempgrarybmcin re udlonIsthespgmbitlity.Rite MiTek° recto, Additgnot permanent bracing ofthe overall structure 6 thenaponsblily flbe buildirg designer. forgeneralguidanceregardin9 .o,..,..=.e..o,...- fabrication, quatty control, storage, delivery, erection and bracing, consult AN51/IPII Quality Criteria, 1611-89 and BCSI Building Component 14515 N. Outer Forty, Butte if9W Safety lnformoHan ava0gble ham Truss Plate Institute. 781 N. Lee Street, Suite 312 Alexandd.. VA 22314. Chesterfield, MO 0017 5� = I Tu - 6 7 Sa8 2x4 If 14 = 3,6 3,10 = 2.4 11 January 13,2011 Job Truss Truss Type Qty Ply Sileo residence Plates Increase 1.15 - TCDL 10.0 117306958 J7700526 D2 Hip Truss 1 i YES WB 0.20 BCDL 10.0 Code IRC2006/TPI2002 (Matrix) J bRf f pfon0 Probuild South, Littleton, CO 80125 7.250 s Jan 102011 MTek Industries, Inc Thu Jan 1314:51:542011 Page 1 ID) 3Th9KCOF6V7 5? bRg7V_ vlzvkWJ- y3Th9KCOFV?5?bRg7V_v1OIB C7Ath&KGXYDzvkWJ 2 5 ss5 o.M1 I > tt tt 2 b t 258 1 42 -ti 5-0-6 548 42 -11 4-95 25S 8ra1e =156.4 Bab = i ;� 3X4 = LOADING (psf) SPACING 2 -0-0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.66 TCDL 10.0 Lumber Increase 1.15 BC 0.88 BCLL 0.0 ' Rep Stress Ina YES WB 0.20 BCDL 10.0 Code IRC2006/TPI2002 (Matrix) 2x4 11 3' = 3x10 = exe = 3X4 = a. 2 DEFL in (loc) Odell Lid PLATES GRIP Vart(LL) -0.28 11 >999 240 MT20 197/144 Vert(TL) -0.56 11 >603 180 Horz(TL) 0.16 8 n/a nia Weight: 106 lb FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOTCHORD 2X4SPFNo.2 WEBS 2X4 SPF No.2 BOTCHORD REACTIONS (Ib/size) 2= 1630/0 -5-8 (min. 0.2-9),8=1630/0,5-8 (min. 0-2 -9) Max Horz2 =47(LC 6) Max Uplifl2= 331(LC 7),8= 331(!-C 7) FORCES (lb) - Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 3257/445, 3-4= 29591384, 4-14= 33211504, 514= 3324/503, 5-1 5= 3 32415 0 3, 6 -15= 3321 1504, 57= 29591384, 7 -8= 3257/445 BOTCHORD 2 -13 =321/ 2982, 12 -13= 232/2757, 11 -12= 232/2757, 10 -11 =- 232/2757, 8-10= 32112982 WEBS 4-13= 0/329, 4-11= 1311795, 5-11= 553/167, 6-11= 131/795, 6-10 =0/329 Structural wood sheathing directly applied or 3-0,5 oc pudins, except 2 -0-0 oc Purim (2 -9-6 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer latilallitfign guide NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 105mph; TCDL=6.Opsf; BCDL= 6.Opsf; h =15ft; B =45ft; L =29ft; eave=411t; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and fight "posed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcumeht with any other live loads. 6) "This truss has been designed for a live load W 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjamt(s) except (It- 2 =331, 8 =331. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referepced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. LOAD CASE(S) Standard 28176 13,2011 W4RlrD'fG Vm'� dwlgA Parmaefera andReSD NOyBS O #]SfrS BPIII lNCLUDSD bfll'�CRffiSPdGS BIII -94T3 reu. 10- 'gBBBPORS f18& � �a�. ueiive,y, e,ecnvn anv v,vun9. cvmvu ANS17ri ll QuaSS% CMeda, MO-89 and SCSI Building Component Safety Inluma8on available firm ieuss Plate In50tute, )81 N. Lee Street. Spite 312 Alexandna. axo — .., 12 Job Trus s Toss Type Qty Ply Sileo residence (loc) Well L/d TCLL 30.0 Plates Increase 17308460 J1100526 DC1 JdGC -Open Tmas 3 1 240 TCDL 10.0 Lumberincrease 1.15 BC 0.24 Vert(TL) Job Reference (optional) Probuild South, Littleton, CO W125 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:51: %2011 Page 1 1D:uSbRa ?DGnjljKllgyYXS_SZAVVH+ SbRa ?DGnjljKllgyYXS_SVeho1 WegDwOelddBzvkWH 238 Scale = 1:14.4 LOADING (psf) SPACING 2 -0.0 CSI DEFL in (loc) Well L/d TCLL 30.0 Plates Increase 1.15 TC 0.66 Veri(LL) -0.03 2-4 >999 240 TCDL 10.0 Lumberincrease 1.15 BC 0.24 Vert(TL) -0.07 2-4 >780 180 BCLL 0.0 " Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code IRC2006frP12002 (Matrix) LUMBER TOPCHORD 2X4SPFNo.2 BOTCHORD 2X4SPFNo.2 REACTIONS Ob/size) 3= 1261111lechanical, 2= 51110.5 -8 (min. 0-1-8),4=47/Mechanical Max Horz2= 109(LC 7) Max Uplifrt =38(LC 4),2= 186([_C 7) Max Grav3= 126(LC 1), 2= 511(LC 1), 4 =94(LC 2) FORCES (lb) - Max. Comp./Me f. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 1971144 Weight: 1516 FT =0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES 1) Wind: ASCE 7 -05; 105ri TCDL= 6.Opsf; BCDL= 6.Opsf; h=15ft; B=45ft; L =24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other live loads. 4)' This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt -lb) 2 =186. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A WAM -VfIy ddstv.parmneeme anaR80p Atl183 oN1arserm rACavasp ffi18KRbpliRBKCSP6Q$Mrr 74M . 10'08B131 l oss. �e Dadg,, add forvseonlywtth MRekcro nrrectaa.Thisdesign¢basedonly upon pammetensshown, and istoronindrvidual bvildingcomponenf. e ApplimbiGty of design pammenters antl properincarpootion of component u responsibility of building designer -not irvss designer, Budding shovm is for lateral support of individual wad members only. Additionoltemporaryb cigioinsurestl'Ty iioni ITek erector. ACdiionot pennaneM brocingoflhe overall structure a the responabA ofthe building designer. or gu' regarding fabdcation gmrdy control. storage, d9fvei erection and bracing, consult ANSIRPII Qualtly Cdte4o, DSBA9 and BSI Building Component 10.515 N. Outer Forty, Suite MOD Saleq lnlwrnaBOn avalable hom Truss Plate lnsBbte.701N. Lea Street, Suite 312 Aloxandna, VA Y1314. Chesteri MO 63017 January 13,2011 Job Truss Truss Type Qty Ply Sileo residence stabTM cromlmction responsibility or the erector. Atlditiand permanent bracing othhe overall shacfure is the responsibilily of the building designer. For general guidance regarding DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 177308461 J1100526 DC2 Jack -Open Truss 4 7 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2-4 >999 180 nh R<ivanw (options]) rmomla acum, umeron, uu umzo 7.250 a Jan 102011 M7ek Industries, Inn Thu Jan 1314:51:56 2011 Page 1 ID: qdC? hFXJK? QamD3yax3tzvkWF- qdC? hFXJK? QamD3yax3ta_BbIU6k)CsyEkh_zvkWF 9 -11 -11 2 -11 -11 Scale = 1:11.1 a NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=450; L =24ft; eave=4ft; Cat. Ii; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 4) - 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 tell by 2 -0-0 wide will IN between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt =lb) 2 =205. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. 8) "Semi -rigid pitchbreeks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 28176 13,2011 ®wexwr aBPOi¢B rrss. 2 -17-17 LOADING (pst) SPACING 2-0-0 CSI stabTM cromlmction responsibility or the erector. Atlditiand permanent bracing othhe overall shacfure is the responsibilily of the building designer. For general guidance regarding DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 rda Na BCDL 10.0 Code IRC2006ffP12002 (Matrix) Weight 10 lb FT= 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2 -11 -11 oc puffins. BOT CHORD 2 X 4 SPF No.2 - BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. M7ek recommends that Stabilizers and required chose bracing be installed during truss erection, in accordance with Stabilizer I nstallation REACTIONS (lb/size) 3=0 /Mechanical, 2= 45710 -5 -8 (min. 0 -1 -8), 4 - 27 /Mechanical Max Horz2 =83(LC 7) Max Uplift3 = 14(LC 4), 2= 205(1_C 7) Max Grav3 =51(LC 5), 2= 457(LC 1), 4 =54(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=450; L =24ft; eave=4ft; Cat. Ii; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 4) - 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 tell by 2 -0-0 wide will IN between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt =lb) 2 =205. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. 8) "Semi -rigid pitchbreeks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 28176 13,2011 ®wexwr aBPOi¢B rrss. usewly Unbbas npom t=sh .ond N m zone Design valid for ceeg with Meek connectors. Thb deshn B based only aeon parameters shown. and B fora component. als ildi destgner. dM r-not �° npanty Bracing shng Applican ofdesigramenfersand properincomaation of component 6respandbifN of batltling designr -not iss desovm designer- t m is forla Mral wppport ofind'Mdaal web members only. Addiforial temporary bmcing fo inswe during is the y k� stabTM cromlmction responsibility or the erector. Atlditiand permanent bracing othhe overall shacfure is the responsibilily of the building designer. For general guidance regarding ry1 .e.°..e.•..e°,.- tabrimtion, gaallly control, storage, dernery. erection and bracing, conroM ANSI/TPli Quality CdNnia, DSO -89 and SCSI bulding Component 14515 N. Outer FOM, Sate M300 Safety lnMmallon ovoibble from Toss Plate Institute, 781 N. Lee Sheet. Salte 312, Alexandna. VA 22314. Chesteflek1, M063017 Job Truss Truss Type Qty Ply idence 1.15 TCDL 10.0 Lumber Increase �J 117308462 J1,00526 OC3 Jack -Open Truss 4 Code IRC2006/TPI2002 >999 180 WB 0.00 Horz(TL) rw ew (national) Probuild South, Littleton, CO 80125 7.250 s Jan 102011 MRek Industries, Inc Thu Jan 1314:51:59 2011 Pagel ID: I1GaDi G93e7HBmUPdg6gc5zvkWE- 11CeD1G93e7HBmUPdg59c57AH76orSzM4 ¢IERZ kWE Scale =1:7.7 LOADING (psl) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Ina YES SCOL 10.0 Code IRC2006/TPI2002 LUMBER TOPCHORD 2X4SPFNo.2 BOTCHORD 2X4SPFNo.2 REACTIONS (lb/size) 2= 543/0 -5-5 (min. 0 -1 -8), 5= 9 /Mechaniml, 3= 264 /Medlaniml Max Horz2 =59(LC 7) Max UPIift2= 311(LC 7), 3= 264(LC 1) Max Gmv2= 543(LC 1), 5 =18(LC 2), 3= 174(LC 7) FORCES (Ib) - Max. Camp. /Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 0 -11 -11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 105mph; TCDL= 6.Opsf, BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave=4ft; Cal. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (it-lb) 2 =311, 3 =264. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid ptchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard CSI DEFL in (lac) Vde6 L/d PLATES GRIP TC 0.58 Vert(LL) -0.00 2 >999 240 MT20 197/144 BC 0.01 Vert(TL) -0.00 2 >999 180 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 5lb FT =O% ® WA RMIllr apavmote rewndRE40ND98SON] HSdPIDIACLUD30SD18RR8pIDtfiA ¢8PdG8NnV4Td m.30- '08ran Design valid far use any with Mlrekconnectoa. This design is based only upon parameters shovm, and Is fa on individual building component. Applicability of design paramenten and proper incorporation of component is re5ponslbllity of building designer- not Prue dedgna. Bracing shown is fa lateralwppod of individuolweb Additlonaltempaary bracing binsure tlur'vig is Meresportsibillity the MiTek° members only. stability conshudion of erector. Additional permanent bmdrlg of the overoli shuotum is the responabl,ty of the building designer. Fageneral guklance regardtn fabrication, quality control, storage, derwery, erection and bradr,g, cone 1151/1111 OaaNy CMeda, DS149 and SCSI wilding CpmponeM ,. 14515 N. outer Forty. suite 11300 Solely Intamaean available from Trutt Plate Inalute,781 N. Lee Street. Suite 312. Alexandria, VA 22314. Cheslemeld, MO 63017 2 -5E 411 -11 January 13,2011 Job Truss Truss Type qty Ply Silao ce residen only. stability dudnncomtmction B the responsibility of the erector. Audi Tonal permanent bracing of fire overall slructure B the responsibLiy of the buloing desin F g rgenemlguldonceregarding - fabricafion, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quarry CMeria, OSB -89 and BCSI BurdIng Component Safelylnformation available from Two Plate institute. 781 N. tee Street. Suite 31 2 Alexandra, VA MI 4. 14515 N. Outer FoM, Suite 9380 LOADING (Pat) 117308463 Jll0D526 OC4 Jack -Open Truss 1 1 Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Job Reference (optional) rroouna boom, umtelon, W dulzb 7.250 s Jan 102011 MTek Induetnes, Inc. Thu Jan 1314:51:592011 Pagel ID: 11GaD1G93e7HBmUPdg5gc5zvkWE- 11GaD1G93e7HBmUPdg59c57Ca ?3DrBzM4miERrvkWE 411 -N 411 -01 � Smile = 1:13.3 2x4 = LUMBER TOPCHORD 2X4SPFNo.2 BOT CHORD 2 X 4 SPF No.2 REACTIONS (Ih/size) 1= 23410 -5-8 (min. 0 -1 -8), 2= 18711illechanical, 3=47 /Mechanical Max Horz1 =68(LC 7) Me r Uplift =21(LC 7), 2 =75(LC 7) Max Gmvl= 234(LC 1), 2= 187(LC 1), 3 =94(LC 2) FORCES (lb) - Max. Comp.(Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or4-11 -11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during suss erection, in a=rdance with Stabilizer NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opst; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave uift; Cat. II; Exp C; enclosed; MWFRS (all heights); can8lever left and right exposed ; end vertical left and fight exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurtent with any other live loads. 4) `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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jour(s) 1, 2. 7) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ® WARNrNC - Ve yJy dwlpnpa a+Me e m dRB80 AVI85 ON IHISB ID B 1 LUDSD bBIBK 9 PSRBNCB PdOBB1I94Td ry 20 -'08 BSPORS Us&. e Design void for use only Wth MTek conneetars. This design is based onN upon parameters shown, and 8 for on individual building component 411 -11 Applcabilty of design poromenters and proper incomarafion of component i5 resporuibilty of building designw -not truss designer. Bracing shown a far lateral suppport ofindividual wab members Additional temporary bracing to insure only. stability dudnncomtmction B the responsibility of the erector. Audi Tonal permanent bracing of fire overall slructure B the responsibLiy of the buloing desin F g rgenemlguldonceregarding - fabricafion, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quarry CMeria, OSB -89 and BCSI BurdIng Component Safelylnformation available from Two Plate institute. 781 N. tee Street. Suite 31 2 Alexandra, VA MI 4. 14515 N. Outer FoM, Suite 9380 LOADING (Pat) SPACING 2 -0-0 CSI DEFL in (lac) /dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.03 1 -3 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 024 Vert(TL) -0.07 1 -3 >780 180 BCLL 0.0 Rep Stress lna. YES WB 0.00 Horz(TL) -0.00 2 nits Na BCDL 10.0 Code IRC20061 (Matrix) Weight: 121b FT =O% LUMBER TOPCHORD 2X4SPFNo.2 BOT CHORD 2 X 4 SPF No.2 REACTIONS (Ih/size) 1= 23410 -5-8 (min. 0 -1 -8), 2= 18711illechanical, 3=47 /Mechanical Max Horz1 =68(LC 7) Me r Uplift =21(LC 7), 2 =75(LC 7) Max Gmvl= 234(LC 1), 2= 187(LC 1), 3 =94(LC 2) FORCES (lb) - Max. Comp.(Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or4-11 -11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during suss erection, in a=rdance with Stabilizer NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opst; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave uift; Cat. II; Exp C; enclosed; MWFRS (all heights); can8lever left and right exposed ; end vertical left and fight exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurtent with any other live loads. 4) `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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jour(s) 1, 2. 7) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ® WARNrNC - Ve yJy dwlpnpa a+Me e m dRB80 AVI85 ON IHISB ID B 1 LUDSD bBIBK 9 PSRBNCB PdOBB1I94Td ry 20 -'08 BSPORS Us&. e Design void for use only Wth MTek conneetars. This design is based onN upon parameters shown, and 8 for on individual building component Applcabilty of design poromenters and proper incomarafion of component i5 resporuibilty of building designw -not truss designer. Bracing shown a far lateral suppport ofindividual wab members Additional temporary bracing to insure only. stability dudnncomtmction B the responsibility of the erector. Audi Tonal permanent bracing of fire overall slructure B the responsibLiy of the buloing desin F g rgenemlguldonceregarding - fabricafion, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quarry CMeria, OSB -89 and BCSI BurdIng Component Safelylnformation available from Two Plate institute. 781 N. tee Street. Suite 31 2 Alexandra, VA MI 4. 14515 N. Outer FoM, Suite 9380 Cheatedfold,M063017 January 13,2011 Jab Truss Truss Type Qty Ply Sileo residence I /deg L/d PLATES GRIP TCLL 30.0 117308464 31700526 DE1 Monoplah Truss 2 i 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.48 ab Reference tional Pmbuild South, Littleton, CO 80125 7.250 s Jan 102011 MRek Industries, Inc. Thu Jan 1314:52:00 2011 Page 1 ID:mDgyQNGngyF8pw3bBNeOgirvkWDa DgyONGngyF8px3bBNcO9lgKFPLkadDVJGjnnlzvkWD 2 -5-a 7-0-0 2x4 II Scale =1:183 LOADING (pat) SPACING 2 -0-0 CSI DEFL in (loc) I /deg L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.12 2-4 >688 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.48 VedTL) -0.29 2-4 >275 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(TL) -0.00 4 ma Na BCDL 10.0 Cade IRC2006rTP12002 (Matrix) Weight: 22 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOTCHORD 2X4SPFNo.2 WEBS 2 X 4 SPF No-2 BOT CHORD REACTIONS (lb/size) 4= 28811VIechanical, 2= 590/0 -5-8 (min. 0-1 -8) Max Horz 2= 128(LC 4) Max Up1ift4 =27(LC 4), 2= 199(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or6-0-0 on puffins, except end verticals. Rigid ceiling directly applied or 10-0 -0 ac bracing. MiTek recommends that Stabilizers and required areas bracing be installed during truss erection, in accordance with Stabilizer Installation gu'de NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL=6.Opsf; BCDL= 6.Opsf; h =15ft; 8=45ft; L =24ft; eaw=4ft; Cat. 11; Ecp C; enclosed; M WFRS (all heights); cantilever left and right "posed: end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) `This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2 -0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of whhstantling 100 lb uplift at joint(s) 4 except (jt =16) 2 =199. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/T1`1 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard aedR Minas OM"US41yp WbODRD WIESRSPRR R PAGE MI 7473 rear. 1098 SSPORS OBB. ors Thu design is based onN upon parametacshown and B for an Individual building component. poincomamf'mn of component m responsibility of building designer -not tries designer. Bmcing shown fabucaton. quality control, storage, delivery, erection and bracing. consolf ANSIyrPD pearly CrBe4a, OSB -89 and BC51 BuiMing Component 14515 N.00 ur .rty. il.k Soletylnrarmalon available from TU Plate lnditute,781N. Lee Street. Suite 312 Alexandria. VA 42314. nesee.. rte v January 13,2011 Job Truss Truss Type Qty Ply Stab residence (roc) I /dell L/d PLATES GRIP 117308465 J7100526 DE2 Monopikh Truss 7 1 1 -3 >639 240 MT20 1971144 TCDL 10.0 Job Reference (M" i1 I'MUIIU JOrdn, LlVletan, GU 61.1125 7.250 s Jan 10 2011 MTek Industries, Inc. Thu Jan 1314:52:01 2011 Page 1 ID: FQOKdjHPbFO? R3dnl57dhWzvkWC- FQOKdjHPbFO ?R3dnl57dh WCTsphbJ4TfYWSOIJzvkWC 7 -G0 2xa II 2 2x4 11 Sale =117.7 LOADING (psf) MENOMINEE SPACING 2 -0-0 CSI DEFL in (roc) I /dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.83 Vert( LL) -0.13 1 -3 >639 240 MT20 1971144 TCDL 10.0 Lumber increase 1.15 BC 0.50 Vert(TL) -0.32 1 -3 >255 180 BCLL 0.0 " Rep Stress lncr YES WB 0.00 Hom(TL) - 0.00 3 Na Na BCDL 10.0 Code IRC2006/rP12002 (Matrix) Weight: 19 lb FT= 0% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD BOTCHORD 2X4SPFNo.2 WEBS 2 X 4 SPF No.2 BOT CHORD REACTIONS (1b/size) 1= 340 /Mechanical, 3= 340 /Mechanical Max Ho¢7= 114(LC 4) Max Upliftl =-06(LC 7), 3 =52(LC 7) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown. TOP CHORD 2 -3= 272193 Structural wood sheathing directly applied or 7 -0-0 oc pudins, except end vertices. Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during Imes erection, in accordance with Stabilizer Installation guide NOTES 1) Wind: ASCE 7.05; 105mph; TCDL= 6.Opsf, BCDL= 6.Opsf; h =15ft; 5 - 45ft; L =24ft; eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Platas checked for a plus or minus 5 degree rotation about its center. 3) This Imes has been designed for a 10.0 par bottom chord live load noncancument with any other live loads. 4) "This tmss 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. 5) Refer to girder(s) for tries to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jDint(s) 1, 3. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITrPI I. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ®WARNM comfy dofeo Parame. and R84DP.®1tS4 ON MS 4reD TA'CLUREV lUTBKRHPJ3R8AC8 PAGE =1-74" rco. 10 -VS BEFORE USB. MENOMINEE Design valkl for use only vith MTek connectors. Th6 design B based only upon parameters shovm. and s for a individual building component. �® i Applicability of design paramenters and proper incorporation of component B responsblily of building designer- not fuss designer. Bracing shown afarla afindividvalweb only. Additional temporary bracing to p� �A Add port members Insure stabliydurts construction is MenaWnsibillilyofthe erector. Additional permanent bracing of the overall sWcture B the responsibllly of the building designee Fergeneral guidance regarding e[( fabrication, quardy confrol, storage, delivery, erection and bracing, consult ANSIRPH Qualtly, CAeda, Err"? and BC51 Building Component 14515 N. Outer Forty, Suite =0 Sooty Irdormallon avoibble from Tmz Plate Institute, 281 N. Lee Street. Suite 312. Alexandra, VA 22314. Chesterfield, MO 0017 2x4 3 January 13,2011 Job Truss Truss Type Qty Ply Sileo residence LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD 117308I66 ', J1100526 DHI MONO TRUSS 2 1 Rigid ceiling directly applied or 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required am bracing be J b Reference f ib 0 ' ProbuiM South, Littleton, CO 80125 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:02 2011 Page 1 ID: jcyi r3llMZWs2DC_IcesEjzvkWBjayir311 MZWs2DC IoesEjlkBG?G2UgomaCyglzvkW6 �z.e I aa3 i 626 4313 Sees = 1:24.6 2x4 II LOADING (pat) TCLL 30.0 TCDL 10.0 BCLL 0.0 SCDL 10.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code IRC2006rrP12002 CSI TC 0.41 BC 0.54 AB OAS (Matrix) DEFL in Ven(LL) -0.05 Ven(rL) -010 Horz(TL) 0.01 (I.M.) VdeFl L/d 7 -B >999 240 7 -8 >999 180 7 n/a We PLATES GRIP MT20 197/744 Weight: 431b FT =O% LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required am bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7= 681 1Mechanical, 2- 730/0 -3-8 (min. 0 -1-8) Max Horz2= 180(LC 6) Max Uplift7 =64(LC 7),2= 283([-C 7) FORCES (lb) - Max. Comp. /Max Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 23= 733118 BOTCHORD 2-8=- 231676,7 -8= 231676 WEBS 3-8= 931551, 3- 7= -614/0 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 13=45ft; L =24ft; eave =oft; Cal. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate gnp DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt =11b) 2 =283. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. 8) "Semi -rigid phchlemaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=l.15, Plate Increase =1.15 Uniform Loads (pit) Van: 1 -2=80, 4- 5= 60(F =80) Trapezoidal Loads (plf) Vert : 2= 0(F =10, 8= 10)-t"6 238(1`=109, 8 =109) 28176 13,2011 ® r ,n. ZVOS 11SPORE USE.. Design valid foruse ony with Mffek connectors. Thisdesgn k based only upon parameters shown, and b foran Individual building component. ApplIcabillty of desgn paramenters and pmperincaparatlon of component k respomibi6y of building designer -not truss designer. Bracing shown efor laled wpport ofindividu i vmb members only. AddiPonallempcmgbmcingtoinwmstabilltydum n5lruction¢Meres nsbTiyof Me erector. Audi�land permanent bracing of the ovewil O uclure a the responsibility of the building designer. For general guidance regardmg fabncation. qualiy control, storage, delivery, erection and brocing. consult ANSI/1PII Quality World, OW89 and Bcsl funding component Saletylniorma8on avaibble from Truss Plate ln5fitute,701N. Lee Sireet.5aite 312 Alexandra, VA 22314. _MiTek' " 19515 N. Outer party. Suite =0 G heatmfield, MO =17 Job T7 6 Truss Type pty Ply Sileo residence I /deft L/d PLATES GRIP TCLL 30.0 ]306467 J1100526 F1 Half Hip Truss i L Job Reference (optionap Ph)bulla SOUm, Ln8el0n, Co 80125 424 - 29-9 315 7.250 5 Jan 10 2011 MiTek Industries, Inc Thu Jan 1314:52:04 2011 Page 1 ID: sYwzXaphyNUGUngn39DeSbvIG3- f?4TGkKHUAma1XMMODgKJeglZOipW y5Euh3vezvkVV9 r rcm 424 6 -11 -13 10.1 -2 134-3 169-0 424 2 -9-9 315 331 34-13 Scale = 1:35,0 I LOADING (psi) SPACING 2 -0.0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.19 11 X999 240 MT20 1971144 TCDL 10.0 Lumberincrease 1.15 BC 0.47 Vert(TL) -0.37 11 >534 180 BCLL 0.0 ' Rep Stress Ina NO NB 0.46 HOrz(TL) 0.11 8 n/a ma SCDL 10.0 Cade IRC2006/TP12002 (Matrix) Weight: 1691b Ff =O% LUMBER TOP CHORD 2 X 10 DF 1950F 1.7E •Except 4-7:2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF 2100F 1.8E WEBS 2 X4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc pudins, except Design valid for use on"Is MUTek connectors This design Is based only upon pommeters shown . and is for an individual building com,honent. end vedicels, and 2 -0-0 oc pudins (4 -11 -0 max.): 47. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS (Ib/size) 8= 179410x8 (min. 0.1.6), 2= 171010.5 -12 (min. 0.1.8) Max Horz2= 107(LC 4) Max Uplift8= 376(LC 4), 2= 428(LC 7) FORCES Qb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 407160, 3-4=-607211305, 4-12= 6117/1314, Sit= 6115/1315, 5-13= 561811185, 6- 1361811185, 6-7= 3711/769, 7 -8= 1440/308 BOT CHORD 3-11= 132616074, 10 -11= 1210/5618, 9-10= 79413711 WEBS 4-11=01325,5-11=-141/538,6-10=-445/2040, 5-9= 829/1196,7-9=-797/3767 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'Sc3') nails as follows: Top chords connected as follows: 2 X 10 - 2 rows at 0 -9-0 oc, 2 X 4 -1 row at 0.9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9 -0 oc. 2) All loads are considered equally applied to all plies, except "d noted as from (F) or back (S) face in the LOAD CASE($) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -05; 105mph; TCDL =6.0psf; BCDL= 6.Opsf; h=1 Sit; B -05ft; L =24ft; eave =oft; Cat. It Exp C; enc osed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL =1.60 plate grip DOL =1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 par bottom chord live lead nonconcumem with any other live leads. 7)' 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. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 It, uplift atjoifd(s) except (it-lb) 8 =376, 2 =428. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. 13,2011 331 3413 J 28176 3x4 = 3x4 = 4a8 = ®W9RNINO VwiJ�dmign OAd RRBDR¢9YPS ON1yRSAfIDrATLUORD ISRI'RfCRBP19RHPA:B �LT4T3 rca 10'08 BPPORB USR. Design valid for use on"Is MUTek connectors This design Is based only upon pommeters shown . and is for an individual building com,honent. �^ Appfcabifly of design parimentoo and proper mcorpomtion of components responabilty of baking designer of truss designer. Bracngshown is forlateral support ofindiddual web members only. Addtionaitemp=mry c gtoireureslabiktydudn gene` on th..pgardiing ofthe erector. Additional penaanent bracing of the overall structure B the responsbir of the buildin g desi g ner. For fabrication, quality control, storage, delivery. erection and bracing, consult ANSIp911 Quality Cd ., DSB -89 and BCSI Butding Component Safety Infarmaiton available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria. VA 12314. M t1 y ek -- - 14515 N. Outer Forty, Suite =00 chesterfield, MO 63017 331 3413 J 28176 3x4 = 3x4 = 4a8 = Job Truss Truss Type Qty My Sit. residence stablity no construction resparubillity of re ector. Add permanent bracing of theoverall structure the respgndblly of the building dodgaa Far general guidance regarding rVr)IQ� .�... fabrication, quality control. storage, delivery, erection and bracing, consult ANS17rNI code, Cdtedu, DS"P and Bat Building Component 14515 N. color Forty, suite 11300 Safely lnfamolion available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 2231 A 117368467. 31106526 F1 Half Hip Truss i 2 _ J ob R erence (optional) Pmbuild South, Littleton, CO 80125 7.250 s Jan 10 2011 MTek Industries, Inc. Thu Jan 1314:52:04 2011 Page 2 ID: sVwrXaphyNUGUngn39DeSbnIG3- fl4TGkKHU m81XMMQDgKJ8gl ZOipWKy5Euh3vez M NOTES 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 11) Girder carries hip end with 0 -0-0 right side setback, 7 -0-0 left side setback, and 7 -0 -0 end setback 12) "Semi -rigid pitchbreaks with fixed heals" Member end fildty model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 14) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 It, down and 222 lb up at 6 -11 -13 on top chord. The design /selecfion of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (calf) Vert: 1 -2=80, 2 -3 =101, 3+4=80, 4- 7= 40(F =40), 3- 11= 43(F =23), 8-11= 174(17= -154) Concentrated Loads (lb) Vert: 4= 513(F) A WARNfNG -V l*d,ofga pa n .aad READ MMS ON"USBIIB) IrR:(Vil DNf8RR6Pl PAGRAUT -9473 rmi. 70-'08 AIWORS MR. Design valitl far use onlywith MBekconnectoo. This design b based only upon parameters shown and a for on individual building component. Applicability of deign poramenfers and properincm poratlon of componentis respo baty of building desigcer- not truss designer. Bracing shown Is forlateraisupppportofindividuaiwebm embers onty. Addifional fempac, bracing to insure tl is the the nn.�vq stablity no construction resparubillity of re ector. Add permanent bracing of theoverall structure the respgndblly of the building dodgaa Far general guidance regarding rVr)IQ� .�... fabrication, quality control. storage, delivery, erection and bracing, consult ANS17rNI code, Cdtedu, DS"P and Bat Building Component 14515 N. color Forty, suite 11300 Safely lnfamolion available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 2231 A Chesterfield, MO 63017 Job Truss Truss Type Qty Pry Sileo residence LUMBER .o BRACING 14515 N. Outer Forty, suite mao TOP CHORD 2 X 10 DF 195OF 1.7E`Fxcepr 117308468 J1100526 F2 Hall Hip Truss 1 1 end verticals, and 2 -0-0 oc pudins (44-9 max): 4-6. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SPF No.2 Jab Reference (optional Pmbuild South, Littleton, CO 80125 7.250 s Jan 102011 MRek Industries, Inc Thu Jan 1314:52:04 2011 Page 1 ID: sYw zXaphyNUGUngn3gDeSbrvIG3fi ?4TGkKHi malXMMQDgKJ8g3POgVWLD5Euh3vez M .2sR 424 I 2v 424 4 &12 38-12 464 seats = 1:35.0 h 49-12 7 -9-0 LOADING (Pat) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2006frPI2002 CSI TC 0.49 BC 0.62 WB 0.45 (Matrix) DE L in Vert(LL) -0.17 Vert(TL) -0.35 Hom(TL) 0.12 (Icc) Odell Ud 3-8 >999 240 3.8 >562 180 7 n/a n/a PLATES GRIP MT20 1971144 Weight: 80 lb FT =0% LUMBER .o BRACING 14515 N. Outer Forty, suite mao TOP CHORD 2 X 10 DF 195OF 1.7E`Fxcepr OM1esterfield. MO 69017 TOP CHORD Stmcturel wood sheathing directly applied orb -0 -0 oc pudins, except 4-6: 2 X 4 SPF No.2 end verticals, and 2 -0-0 oc pudins (44-9 max): 4-6. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jt(s): 6 MRek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (fib/size) 7= 80010 -3-8 (min. 0-1-8),2=105510-5-8 (min. 0.1-8) Max Horz2= 143(LC 4) Max Upllft7= 123(LC 4), 2= 253(LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4= 17581196,4-6= 17191223 BOTCHORD 3 -8= 218/1725,7 -8= 23511193 WEBS 5- 8= 0/598,5 -7= 12891248 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.0psf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave =411; Cat. II; Exp C; enclosed; MWFRS (all heights); camilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Provide adequate drainage to prevent water pone ing. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psr bottom chord live load nonconcurrent with any other live loads- 5) * This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt =1b) 7 =123, 2 =253. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoim(s) 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections .R502.11.1 and R802.10.2 and referenced standard ANSI/TP11. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and /or bottom chord. LOAD CASE(S) Standard ®W,WWM -V--O d eigo paraha ter, a sdEP2U ACNES ON 7Ela Blm IXCLUDEO WTBEEEPEEENOEPAGRAMI- 7473 ere. 10'088B➢04M USE. Design vocal for use only Wth Mnek connectors. This design is based only open parameters shown end IIsfor an individual building component. Apprcabirny of design paramenters and proper incorporation of component is responsibility of building designer- not tons designer. Bracing shown is for lateral suppport of individual web orembersonly. Additional temporary bracing to insure duM b the the MiTek" slabr'M constmdion responsblllity of erector. Add anal permanent bracing of iM1e overall stroctore h the responsibM, of the burring designer. Fwgeneral goitlance regard , .o fabrication, quality oontroL storage. delivery, erection and bracing, cowwlt ANSI/TPII pearly Orleans. MB49 and BCSI Bulding Component 14515 N. Outer Forty, suite mao Safety fnlormaron available S'wn T. Plata institute, 781 N. Lee Street. Sdte 312, Aleoandna, VA 22314. OM1esterfield. MO 69017 ez8 - 3x4 = 2z4 January 13,2011 Job Truss Truss Type Qry Ply Sileo resitlence .a pod slabialy responsibillily of erector. Add' tonal pennanent bracing of the overall structure is the responslblity at in a building designer. for general Quidance ragarding IVIITeK .ew�•+sa�..e..- fabdcation. quality control, storage, delivery. erection and bracing, consult ANSIyr91l Qually Ctlletla, DSB49 and BCSI furl Component 14515 N. Outer Forty, Suite MW Safety infmmallon avalable from Truss Plate nuitufe, 781 N. Lee Street. Suile 312, Aamndna. VA 22314. 1173004691 J1100526 F3 Hall Hip Truss 1 1 J bR fe cef t' I) Probuild South, Littleton, CO 80125 2E 8 7.250 s Jan 10 2011 MiTek Industries, Inc. Thu Jan 1314:52:052011 Page 1 IQ:sYw aphyNUGUngn39DeSbmIG3- 7BerT4KwtUuRvhr .Z _ xCZsMNE9019FgZETYQcR4rvkWe An is" &412 5-99 Scale = 1:34.8 8x5 = 4x4 = 42i LOADING (psi) SPACING 2 -0-0 CSI DEFL in goc) gdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.49 Vert( LL) -0.21 3-7 1946 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Ved(TL) - 0.46 3-7 1428 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 HOrz(TL) 0.12 6 n1a n1a BCDL 10.0 Code IRC2006?PI2002 (Matrix) Weight: 84 lb FT =O% LUMBER BRACING TOP CHORD 2 X 10 DF 195OF 1.7E - Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 4-5: 2 X 4 SPF No.2 end verticals, and 2 -D-0 oc pudins (4-9 -8 max.): 4-5. BOT CHORD 2 X 4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Bruce at Ala): 5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 6= 8001038 (min. 0 -1 -8), 2= 1055/0 -5-8 (min. 0-1 -8) Max Hoa2= 174(LC 4) Max Uplift6= 112(LC 4), 2= 252(LC 7) FORCES (lb) - Max. CompJMax. Ten. -All faces 250 (Ib) or less except when shown. TOP CHORD 3-4= 1275/161,4-8=11981190,5-8'1195/191,5-6= 7571137 BOTCHORD 3-7= 167/1218 WEBS 4.7= 406/145, 5-7= 156/1278 NOTES 1) Wind: ASCE 7-05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave=4fi; Cat. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip D011=1 .60 2) Provide adequate drainage to prevent water ponding. 'PLO REG1,9 3) Plates checked for a plus or minus 5 degree rotation about its center. • m• N T E E. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit c3 ; y {-•, between the bottom chord and any other members. 6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt =lb) 6 =112, 28176 2 =252. 7) Beveled plate or shim required to provide full beading surface with truss chord at joint(s) 2. 'Q� • e • �2 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIffPI 1. e 9) "Semi -rigid pttchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. s NAIL N 10) Graphical puffin representation does not depict the Size or the orientation of the pudin along the top and /or bottom chord. LOAD CASE(S) Standard January 13,2011 ®WAPNIMG- VerfJp dent n rsvnnetmg acrd RE&D NOl SS ON 31I176,&I Wrtp WE RSIF R RPAW W1 74M rev. 10.'08 SBPORS USE Design valid foruse onry with MBek connecfors.This design 6 based only upon parameters shown, and is faran individual building component. Applicability ofdesign paramenters and proper Incorporation ofcomponentisraconsinlity ofbulding designer- nottrussdedgner. Bracingshown is far lateral of individual web members only. Additional temporary bracing to insure durinAconstruiiron is the the p9 .a pod slabialy responsibillily of erector. Add' tonal pennanent bracing of the overall structure is the responslblity at in a building designer. for general Quidance ragarding IVIITeK .ew�•+sa�..e..- fabdcation. quality control, storage, delivery. erection and bracing, consult ANSIyr91l Qually Ctlletla, DSB49 and BCSI furl Component 14515 N. Outer Forty, Suite MW Safety infmmallon avalable from Truss Plate nuitufe, 781 N. Lee Street. Suile 312, Aamndna. VA 22314. Chesterfield, MO M17 Job Truss Truss Type City Ply Sileo resitlence CSI DEFL in (lac) Well L/d PLATES GRIP TCLL 30.0 117308470 J1100526 F4 Half Hip Truss 1 i Lumber Increase 1.15 BC 0.62 Vert(FL) - 0.34 3-9 >578 180 x, SCLL 0.0 Job Reference o tonal Probuild South, Littleton, CO 80125 7.260 s Jan 102011 MiTek Industries, lnc. no Jan 1314:52:062011 Page 1 ID:sYwzXaphyNUGUngn39DeSbz IG3- bNBDhQLYQoDVXe xejoOZwPv Mx EmOhCA9zXzvkW7 424 41 -15 1 47 -13 39-0 Scale = 1:34.8 423 I 9A3 13-00 I 139-0 i 424 0.145 4713 390 Plate Offsets (X ,Y): 14:0 -33 Edgel 1) Unbalanced roof live loads have been considered for this design. REG�ST LOADING (cast) SPACING 2-0-0 CSI DEFL in (lac) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.49 Ved(LL) - 0.16 3-9 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(FL) - 0.34 3-9 >578 180 x, SCLL 0.0 Rep Stress Ina YES WB 0.51 HOWL) 0.11 7 n/a We BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 8516 FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF N0.2'ExcepC TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except 1-4: 2 X 10 DF 195OF 1.7E end ve Beals, and 2 -0-0 oc pudins (6-0 -0 max.): 5-6. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jt(s): 6 Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7= 80010.3 -8 (min. 41-6), 2= 1055 /0-58 (min. 0-1-8) Max Horz2= 204(LC 4) Max Uplitt7= 111(LC 7),2= 251(1_C 7) FORCES (To) - Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4= 19091252,4-5=-8191137,5-6= 7151150,6-7= 7661132 BOT CHORD 3-9= 23611900, 8-9= 23211909 WEBS 6-8= 1251933, 4-8= 1289/205 NOTES 1) Unbalanced roof live loads have been considered for this design. REG�ST 2) Wind: ASCE7 -05; 105mph; TCDL -6.Opsf; BCDL= 6.Opsf; h =15fl; B =45ft; L =246; eave=4ft; Cat. II; Exp C; enclosed: MWFRS (all heights); PP�0 cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 a F9 . ... . .... . . JN S. % 3) Provide adequate drainage to prevent water ponding. �� � V 4) Plates checked for a plus or minus 5 degree rotation about its center. 8 y f 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other live loads. 6) "This truss has been designed for 28176 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. �r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt =1b) 7 =111, -0 • �� 2 =251. x, e) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. e S 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced pNA� standard ANSlFrP11. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. January JBf1U8 13,2011 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. rNG UDED AfWKJW131UW5PAW P111- 74TJ rm. 20.'088BP01U5 Vw.. rppncooiiry or aesgn pammeame ona propenncaporaaon at Component is responablity of building desgner- not Hurs designer. Bracing shown h forlatemlyppod ofindiddwl web members only. Additional temporary bracing to insure ziablity BUnng nshudlon5the respons3llity of the erector. Addrt rm$ permanent bracing of the overall shuctum b the moom[bSry of the building designee Far general guklance regarding mbnaation. quality c antral. sloroge, dalhmry, erection a ad bradng, consult ANSWI1 QuaIBy Coed, M049 and 8CS1 Building Component So" Infmmallon available from Tans Plate Institute. 791 K Lee Street. Suite 312 Alexandra, VA 22314. 4.00 12 4x4 = 3z4 = Job Truss Truss Type Qty Ply Sileo residence LUMBER BRACING pat chord live load nonconcunem 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$-0 tall by 2-0.0 wide will fit TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD 117 308471 J1700526 FS Hal Hip truss 1 7 Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jhs): 6 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. J b Ref r Df Il Probuild South, Littleton, CO 80125 7.250 a Jan 102011 MiTek Industries, Inc. Thu Jan 1314:52:07 2011 Page 1 ID:sYwzXaphyNUGUngn39DeSbz IG33ZIbumMAB5899 5x5LE1xnSZeDikjirXwsvjW=vkM a24 5-414 5-0-14 I 1 -90 Scala = 1:34.9 , -- iFl LOADING (Pat) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2006ITP12002 CSI TC 0.49 BC 0.58 WB 0.39 (Matrix) DEFL in Vert(LL) -0.18 Vert(TL) -0.36 Horz(TL) 0.11 (lac) Vdeti L/d 38 >999 240 3-8 >516 180 7 n/a n1a PLATES GRIP MT20 1971144 Weight: 871b FT =O% LUMBER BRACING pat chord live load nonconcunem with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$-0 tall by 2-0.0 wide will fit TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4 -0 -10 oc pudins, except 1-4: 2 X 10 OF 195OF 1.7E end verticals, and 2 -0-0 oc pudins (6 -0-0 max.): 5-6. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jhs): 6 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7= 80010 -3 -8 (min. 0.1-8),2=1055/0-5.8 (min. 0-1 -8) Max Horz2= 236(LC 4) Max Uplift7= 113(LC 7),2=250(!-C 7) FORCES (lb) - Max. COmP.R1A Ten. - All forces 250 (lb) or less except when shown. TOP CHORD q I- 16621210,4-5= 17461297 BOT CHORD 3-8=190/1627,7-8=-811296 WEBS 4-8= 800/221, 5-8= 23311597,5-7= 77&146 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind; ASCE 7 -05; 105ni TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave=4ft; Cat. IL Exp C; enclosed; M WFRS (all heights); REGI cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL =1.60 plate grip DOL =7.60 3) Provide drainage to P 00 P F� adequate prevent water pending. 4) Plates checked for a or minus 5 degree rotation its ° a J EN F • ° A plus about center. 5) This truss has been designed fora 10.0 bottom Cj �� F V f 0 pat chord live load nonconcunem 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$-0 tall by 2-0.0 wide will fit ; 9 S between the bottom chord and any other members. 28176 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift atjoint(s) except (jt =1b) 7 =113, 2 =250. "0 8) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 9) This truss is designed in accordance with the 2006 International Residential Code R502.11.1 R802.10.2 OAF sections and and referenced standard ANSVrP11. "Semi s NE.NG^' O A- 10) -rigid pitchbreaks with fixed heels" Member end loft model was used in the analysis and design of this truss. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. January 13,2011 LOAD CASE(SI Standard ®WBRMNO'PeNjgjd°sign parmra[m dGdRa40N01Fa ON M. 10 -'Oa BBPONH ME !* Design valid for use only with Wei, connectors. The dodge's bored only upon parameters shown. one is foran IndiNdual building component ■■ Applicability of design paranrenhGandproperinco .11an of camponent is responsiblity, of buldingdesigner- not hors designcr. Bracingshown isfatatemisupppodofindMdualwebmembersony bmcingtoinsres bWdunn MiTek° .Addiffmallempo rshud1oa61heresporm Hlityofthe erector. Additwnal pemanent r bmcing of the overall .thactuic is the resp of Me building desgner. FO rgeneralguldanceregardmg vnwuroruroaw- fobdcation. quany con"I. domge, delivery, erecion and bracing. on.9 ANBI/rPl1 Quality ClBada, OSS-87 and Sal Building Component Solely lnformallon available from Truss Plate 11781 N. Lee Street. Suite 312. Alexandria. VA 22310. 16915 N.OUIa FOmL aufte #380 Cheslemeld. M O53017 4.0012 6,05 2x4 II Job Truss Truss Type - Oty Ply Sileo residence 13:2 X 10 OF 195OF 1.7E end verticals. BOT CHORD 2 X 4 SPF No.2 LOADING (Pat) 117308472 J1100526 F6 Monopitch Truss 2 t Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.60 Job Reference (optional) Probuild South, Littleton, CO 80125 7.250 s Jan 10 2011 MTek Industries, Ina Thu Jan 1314:52:07 2011 Page 1 ID:sYwzXaphyNUGUngn39DeSbz IG3-3ZIbumMAB5899 5x5LE1xnSXrOjC➢FXwsv1V&zvk146 424 6-1-10 6S2 4.00 12 26 11 5 a scale = 1:36.3 Plate Offsets KY): 14:0- 3- 4,Edgel ■ TOP CHORD 2 X 4 SPF N0.2 - Except` TOP CHORD Structural wood sheathing directly applied or 6 -0.0 oc pudins, except 13:2 X 10 OF 195OF 1.7E end verticals. BOT CHORD 2 X 4 SPF No.2 LOADING (Pat) SPACING 2 -0.0 CSI DEFL in floc) I /dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.19 3 -7 >999 240 MT20 1971144 TCDL 10.0 Lumberincrease 1.15 BC 0.55 Vert(TL) - 0.41 3-7 >483 180 BOT CHORD 3-7= 17911475,6-7= 17411485 BCLL 0.0 ' Rep Stress Ina YES WB 0.37 Harz(TL) 0.13 6 Na file BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 86 lb FT =O% LUMBER BRACING ■ TOP CHORD 2 X 4 SPF N0.2 - Except` TOP CHORD Structural wood sheathing directly applied or 6 -0.0 oc pudins, except 13:2 X 10 OF 195OF 1.7E end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X 4 SPF N0.2 WEBS 1Raw at midpt 4 - 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6= 800/0 -3-8 (min. 0-1-8),2=105510-5-8 (min. 0-1-8) Max Horz2= 268(LC 4) Max UPIff16= 114(LC 7).2= 248([_C 7) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) a less except when shown. TOPCHORD 23= 260161,34= 1517/201 BOT CHORD 3-7= 17911475,6-7= 17411485 WEBS 4-7=01284,4-6= 15571259 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.0psf, BCDL= 6.Opsf; h =15ft; 8=45ft; L =24ft; eave =oft; Cat. 11; Exp C; enclosed; MWFRS (all heights); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate gnp DOL =1.60 2) Plates Checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 part bottom chord live load nonconcurtem with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoiht(s) except at- 6 =114, 2 =248. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI 1. 8) "Semi -rigid pddlbreaks with fixed heels" Member end fluty model was used in the analysis and design of this truss. LOAD CASES) Standard 13,2011 28176 ® WARMAT ree.30.0613SPQliB fJ613. signpawnetemaad R ■ u se only N based! n ammeters h ,and Is fo SAC8P608Nan4n3 App lo ud fosseonryvdth Mdekcon proper Thisdesign parametersshown, and Isfns individual scolding component. s r sadng shown Ap rlate r lsugpWof pammenters rearrm in. Additional compnary bracing to si m of building u i the espon is lateral rapport otindi meb ers only. Additional temporary bracing toe ur bull st de dnn c of the de s i gner canshuc idea fabri peanane er oFlhe overall and ANSI/ Ml the desig -89 g an ergr a" gener g Component I nert quality central. storage, tlellve creation and bracing, consult 2, Alexandra. Quality MI 4. 056 -89 oM aCSI aWMlag Component Sakfy Inldmadon avalable from truss Plate Institute, ]81 N. Lee Street Spite 312. Alexandria. VA 22316. ■■ 1 1. iyr11QR� N. Cater 16515 N. OWer 630 rude p300 Chesterfield, M063017 4-24 1 10314 1& &0 4-2-4 6 -140 6-62 Job Truss Truss Type Qty Ply Shea residence 13: 2 X 10 DF 195OF 1.7E Po,,.ag,o end verticals. BOT CHORD 2 X 4 SPF No.2 LOADING (pat) 117308473 J1100526 F7 Half Hip Truss 7 t Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Job Referen ( 1' 0 Probuild South, Littleton, CO 80125 7.250 s Jan 10 2011 MiTek Industries, Inc. Thu Jan 1314:52:082011 Page 1 ID:sYxzXaphyNUGUngn39DeSb IG3 -YmJ 56NoyPGOnOget31GT ?iGd2NSAGhgWfG2PzvkW5 25-8 .423 60L B06 0 4.80 12 2xe a scale = 1:36.3 Plate Offsets (X Y): (4:0.33 Edge1 Design void for use on"th MBek connectors ihisdesign is based only upon parameters shown, end's foram mdMd..1 bu trig omponent, TOP CHORD 2 X 4 SPF No.2'Excep1` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ms, except 13: 2 X 10 DF 195OF 1.7E Po,,.ag,o end verticals. BOT CHORD 2 X 4 SPF No.2 LOADING (pat) SPACING 2 -0.0 CSI DEFL in Doc) Wall Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) - 0.19 3-7 >999 240 MT20 197/144 TCDL 10.0 Lumberincrai 1.15 BC 0.56 Vert(TL) - 0.40 3-7 >489 180 BOT CHORD 3-7= 118411507,6-7= 18011516 BCLL 0.0 Rep Stress lncr YES WE 0.38 Horz(TL) 0.13 6 Na n/a SCOL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 8616 FT = 0% LUMBER BRACING Design void for use on"th MBek connectors ihisdesign is based only upon parameters shown, end's foram mdMd..1 bu trig omponent, TOP CHORD 2 X 4 SPF No.2'Excep1` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ms, except 13: 2 X 10 DF 195OF 1.7E Po,,.ag,o end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SPF No.2 WESS 1 Row at micipt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 6= 80010 -3 -8 (min. 0.1-8),2=105510-5-8 (min. 0-1 -8) Max Hom2= 268(LC 4) Max Uplift6= 114(1-C 7),2= 248(!-C 7) FORCES (lb) - Max. ComplMax. Ten. -All forces 250 f b) or less except when shown. TOP CHORD 2-3=260[61,3-4--15471205 BOT CHORD 3-7= 118411507,6-7= 18011516 WEBS 4-7=01285,4-6=15841264 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrern with any other live loads. 4) - 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it-lb) 6 =114, 2 =248. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSliTP11. 8) "Semi -rigid pilchbreeks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ®WA MN6 VntJfrdmlgn parmnatere aadRSe0 ND98S OM 9Ydf5dPUl lNCLrIDBO BDrT +XR6P8RaNC8 PdGS AIIl 94TJ rou 10- '08136PORH f/SS. !� Design void for use on"th MBek connectors ihisdesign is based only upon parameters shown, end's foram mdMd..1 bu trig omponent, p Appfcabirity of design peromenters and proper irmoporation of component u responsibTiity of binding designer- not truss drsigner. Bracing shown k for lateral rappport of individual wcb members only. Additional temporary bracing to insure MiTek` sladlilyd ring mtiudion is the reasonability of the erector. Audi permanent bradrg of the overall structure k the responsibStly of the bulding designer. Far genemlguidancereu.msog Po,,.ag,o '., fabrication, quality control. storage, tlalivery- erection and bracing, canmlf ANSI/IPII Quality Wade. DS11-89 and 8CSI Building Component 14515 N. 0" Party. Suite MOO Safety Infama8on available Ram Truax Plate InsBtufe. )81 N. Lee Street SuiM312 Alexandila. VA 22314. Chesterietc, MO=17 January 13,2011 Job Truss buss Type Qty Ply Sileo residence LUMBER BRACING 1, none , e n,, o ovra n and bri ai fa fely In on,quality V.1, nonage, Truss Plate reMt and Lee Sh conwit ZAllexanfic.VA D$049 and BCSIanMlnO component consult ANS RoUlno Safety lnfamaXOn ovoilable from Trvss Plate lnstlfuteJ8l N. Lee Street. Suite 312 Alexantlria, VA 22314. TOP CHORD 2 X 10 DF 1950F 1.7E TOP CHORD 117308474'x. JIIO0526 FE1 Monopitch Truss 5 1 Rigid ceiling directly applied or 10-0 -0 oc bracing. MTek recommends that Stabilizers and required cross bmclng be Job Rinersca ( f It Probuild South, Littleton, CO 80125 7.250 s Jan 102011 MTek industries, Inc, Thu Jan 1314:52:092011 Page 1 ID: SYwzxaphyNUGUngn39DeSbzvIGS�OyIMJSNO ffOtOIFM.GVOCY7wi W%BiRgNAOpaszvklN4 424 2 -9-12 Sea II 3 F?1r�RFTa LOADING(pst) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2006fTPi: CSI TC 0.12 BC 0.06 WB 0.00 (Matrix) DEFL in Ven(LL) -0.02 Vert(TL) -0.03 Horz(TL) 0.01 (loo) Udell Lrd 2 *99 240 1 -2 >999 180 4 file n/a PLATES GRIP MT20 1971144 Weight: 311b FT =O% LUMBER BRACING 1, none , e n,, o ovra n and bri ai fa fely In on,quality V.1, nonage, Truss Plate reMt and Lee Sh conwit ZAllexanfic.VA D$049 and BCSIanMlnO component consult ANS RoUlno Safety lnfamaXOn ovoilable from Trvss Plate lnstlfuteJ8l N. Lee Street. Suite 312 Alexantlria, VA 22314. TOP CHORD 2 X 10 DF 1950F 1.7E TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc pur ins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MTek recommends that Stabilizers and required cross bmclng be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (lb(size) 1= 33310 -5-8 (min. 0-1-8),4=332/Mechanical Max Hom 1 =84(LC 4) Max Upliftl�42(LC 7),4=53(1_C 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or lass except when shown. TOP CHORD 3.4= 294163 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 13=451t; L =24ft; save =4H; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 4) "This truss has been designed for a live load of 20.0psf 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. 5) Refer to girders) for truss to truss connections. 6) Bearing atjafnt(s) 1 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 1, 4. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this tmss. LOAD CASE(S) Standard 1ffi loft :ffNSph B8YOR8 U3B. ®WdRPIING.Vwio dmlgnParma R69p !• Design for use onowm MSekmnne design Is nosed ono neon parameters shown. an d is bran Is based woon g component orn,, i iitl bbld designer. Bracing shown of , not truss s des or Mla b te n ots ofdesignpam dual e and proprincomomtlonof componentisrespaminsur k suppport ofin fVliTek stability rin Ver-notknss rectal. Addttionoi perm vera c tv na Is t empomryb arty o t t h e u iding sg nrinp r enern I Ig u i es aga ni ng of the 6 be sbB be bultling designer. 9enerai anc r d co d .e 1, none , e n,, o ovra n and bri ai fa fely In on,quality V.1, nonage, Truss Plate reMt and Lee Sh conwit ZAllexanfic.VA D$049 and BCSIanMlnO component consult ANS RoUlno Safety lnfamaXOn ovoilable from Trvss Plate lnstlfuteJ8l N. Lee Street. Suite 312 Alexantlria, VA 22314. I5 N.. color Fo b30n 10.515N 6W sutle CheAe?�eWi, MO 6W17 January 13,2011 Job Truss Trues Type qty Ply Sileo resitlence LUMBER i BRACING 0 TOP CHORD 2 X 4 SPF No.2 17308475 J1100526 G1 Hag Hip Truss 1 1 end verticals, and 2 -G-0 oc pudins (2 -7 -12 max): 3-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid calling directly applied or 10.0 -0 oc bracing. Job Reference o tionai Probulld South, Littleton, CO 80125 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:09 2011 Page i ID: SYwzXSphyNUGUngn39De5bzvlG3 -0ytMJSNQjOtOIFIOJmGVOCYrgi QiB XSQNAOpeszvkW4 i 54 i 2S-B S3-0 41-0 4t-0 4412 Scale =135.1 8x8 = 1 2x4 5xa = 3x10 = 2x8 II LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 " BCOL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code IRC2006rrP12002 CSI TC 0.77 BC 0.40 WB 0.77 (Matrix) DE ' in Vert(LL) -0.18 VertfTL) -0.36 HOR(TL) 0.04 floe) I /deg L/d 9 >999 240 9 >575 160 7 Na Na PLATES GRIP MT20 197/144 Weight: 761b FT =O% LUMBER i BRACING 0 TOP CHORD 2 X 4 SPF No.2 14515 N.Outer Forty. a1de9300 TOP CHORD Structural wood sheathing directly applied or 2 -11 -10 oc puffins, except BOT CHORD 2 X 6 SPF 2100F 1.8E end verticals, and 2 -G-0 oc pudins (2 -7 -12 max): 3-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid calling directly applied or 10.0 -0 oc bracing. JOINTS 1 Brace at Jt(s):6 MTek recommends that Stabilizers and required cross bracing be installed during tmss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7= 1478/0 -3-8 (min. 0- 1 -14), 2= 153110 -58 (min. 0 -1 -15) Max Horz2 =96(LC 6) Max Uplift7= 256(LC 4), 2= 340(LC 7) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 3186/430, 3- 4= 38981620, 4-12= 38951618, 12 -13= 38951618, 5- 13= 38951618, 5b= 30271501, 57= 13051248 BOT CHORD 2- 1150/2943, 11-14=45212916,10-14 9.10= 452/2916, 9.15= 52713027, 8-15=-52713027 WEBS 3- 11= 01344, 3-9= 21511145,4-9= 391/118,5-9= 1271937,5-8= 694/178, 58= 521/3127 NOTES 1) Unbalanced roof live leads have been considered for this design.. 2) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave =4ft; Cat. II; Exp C; enclosed; M WFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 6)' This truss has been designed for a live lead 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt =1b) 7 =256, 2 =340. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrI 1. 9) "Semi -rigid pgchbreaks with fixed heels" Member end forty model was used in the analysis and design of this truss. 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hangers) or other connection devices) shall be provided sufficient to support concentrated load(s) 164 lb down and 29 Ito up at 5-312, 164 Ib down and 29 Ib up at 7 -3-12, 16416 down and 29 Ib up at 9312, 164 Ib dawn and 29 Ib up at 11312, and 164 Ib down and 29 Ib up at 13 -3-12, and 2241b down and 501b up at 153 -12 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face or the truss am noted as front (F) or back (B). ndard ®W4RN(NG Vert0 daelgreparmrzetere aadR84D ND18a GN 1TLSBrID INCLOD801181PXR8PHRSPx:BPAGS ffiI T4T3 1008 I)SPOlai U88. Design valtl far use only with MTek rnnnecfws. This design is based only upon parameters shovm. and is two rid du Ib building component. Appl cabltyof design pammenters an dpmoartncomorafon of componen}is responsbrN of burring designer- fimx designer Bmang shown Istf lateral suaoorf of'ndriduai web members bracing to A temwdi.n i onry o porary Insure stablry dunn nsha b the resparobll wecfw. Add ,riot permanent txodng of the overall sivdor. B fheresponabAlty of the building de5gnw. Forgeneral gudance ragardN9 of the 0 fabdcatian, quality rontnx. storage. delivery. erection and bracing. Gantt AN541PI1 gaalBy Cwwm NB49 and BCSi Building Companerd 14515 N.Outer Forty. a1de9300 Safety Information available from Tmi Plate Institute.781 N. Lee Sheaf, Suife 312, Alexandria. VA 22314. Cheslelfield,M063017 2x4 II 3x4 = 3x10 = January 13,2011 Job Truss Truss Type Qty Ply Stec residence ytl consftuction stability perennially of the emeor. Addi "venal pemwnent bracing of the overall muclum is the respamblity f the building g g designer. Fw enemi guidance regarding ,. a ,. ra . ev aroaw fabncaibn, quality cannot, storage, delivery. erection and bracing, consul ANSIffliil Quallty CMeda, 131 and Sal BWWing Component Solo Information available from Truss Plate Institute, 781 N. Lee Street, Suite 314, Alexandria. VA 22314. 14515 N. Outer Forty, Suite 113M 73084]5 J1700526 G1 Hall Hip Truss 1 7 Job Ref (optiomin Prabuild South, Littleton, CO 80125 7.250 s Jan 10 2011 MTek Industries, Inc. Thu Jan 13 14:52 09 2011 Page 2 ID:SYV aphyNUGUngn39DeSbrvIG3-Oy1MJSNQjjOLOIFKDmGVOCYrglQlBXSgNAOpasrvkW4 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase =1.75 Uniform Loads (plf) Vert : 1 -3=80, &6=80, 2 -7 =20 Concentrated Loads (lb) Vert: 11= 164(6) 9= 164(6) 8= 164(6) 14= 164(B) 15= 164(6) 16= 224(8) A WARSOM- Vorit#O dedlis POrmnetetn andR MM ON =6 AND fAICLIR)SO BRIRAR6P6RBAC8 PAG6MI74M .. 10-VS BEFORE USE. Design valid for use artyvith Mirekconnectars. this design is based only upon parameters shown, and is for an individual building component Applrnbilily of design paramenters and proper incorporation of component is responsibility of buiding designer -not fuss designer. Bracing shown is far lateral syppod of Individual web member,onM Additional temporary bracn to insure 'n 6 the MiTek ytl consftuction stability perennially of the emeor. Addi "venal pemwnent bracing of the overall muclum is the respamblity f the building g g designer. Fw enemi guidance regarding ,. a ,. ra . ev aroaw fabncaibn, quality cannot, storage, delivery. erection and bracing, consul ANSIffliil Quallty CMeda, 131 and Sal BWWing Component Solo Information available from Truss Plate Institute, 781 N. Lee Street, Suite 314, Alexandria. VA 22314. 14515 N. Outer Forty, Suite 113M ChestedielC, MO M17 Job Trans Truss Type Qty Ply Sileo residence LUMBER BRACING fabricofion quarity control, storage, delivery, erecrron and bracing, consult ABSIJIPII Quality Cdtedo, OSS -89 and SCSI Building Component TOP CHORD 2 X 4 SPF No.2 TOP CHORD 1173064761 J1100626 G2 Half Hip Truss 1 1 Rigid ceiling directly applied or 10-0-0 ac bracing. JOINTS 1 Brace at f(s): 6 Job Reference f f 0 vroffuna bourn, ulNeron, GU uunx6 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:10 2011 2 -58 310.13 3-03 51 -14 568 Scale = 1:35.1 ii LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress ]nor YES Code IRC2006rTPi; CSI TC 0.66 BC 0.56 WE 0.37 ( Ma t rix) DEFL in Vert(LL) - 0.06 Vert(TL) -0.17 HOrz(TL) 0.04 floc) Well L/d 8-10 >999 240 2 -10 >999 180 7 We We PLATES GRIP MT20 1971144 Weight: 68 lb FT =O% LUMBER BRACING fabricofion quarity control, storage, delivery, erecrron and bracing, consult ABSIJIPII Quality Cdtedo, OSS -89 and SCSI Building Component TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc puffins, except BOT CHORD 2 X 4 SPF No.2 end verfloals, and 2 -0-0 oc puffins, (4-6-9 max): 4-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. JOINTS 1 Brace at f(s): 6 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7= 85710 -3-8 (min. 0 -1 -8), 2= 110510 -5-8 (min. 0 -1 -12) Max Ho22= 130(LC 6) Max Uplift7= 135(LC 4), 2 =262(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 17971220, 3-4= 1577/191, 411= 1458/203, 5-11= 14611202, 5-6= 14061231, 6-7= 8041161 BOT CHORD 2-10= 23911613,9-10= 237/1406,8-9= 23711406 WEBS 5-8= 5131160, 6-8= 22511493 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 105mph; TCDL= 6.0PSF BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave=4ft; Cal II; Exp C; endosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water Fondling. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem 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 bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t =1b) 7 =135, 2 =262. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/!PI 1. 9) "Semi -rigid pftchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the Purim along the top and/or bottom chord. LOAD CASES) Standard 4x4 = 3z4 = 3x6 = ® WW!Mr G- VMJy donigre Pador . and RBBO NODS ON 1Nt8Al1DfNCLBDffil NtnuRBP13RBNC8 PAQB N194TJ rta. 30'08 BWOBB ugur Desgn Volzl faruseonbw MSekconnecto4.Th4destgn 6bosed only upon paramefeashown. andisforanindNldud building component App for otdedgnp aromenteaand properincorpomtion ofcomponenthresponsbirtyofbulding designer -notM designer Bracing shown bfor latemisuPPportotindiddualwebmembers Additionaltempwarybracngtolnsumstabiritydunn MiT only. pcomiructon Ls Meresporoiblllityof Me erector. Add tbrat permanent bracing of the overall structure k the responslbBM ofthe building dedgnec Fa rgeneralguldanceregardmg ®k" fabricofion quarity control, storage, delivery, erecrron and bracing, consult ABSIJIPII Quality Cdtedo, OSS -89 and SCSI Building Component 14515 N. Outer Forty, Suite ft300 SatetylniwmoNon availablefrom Luss Plate Institute, 781 N. Lee Sha,n.Swte31Z Alexandria, VA22314. Chesterfield MO 63017 e a 3x4 = r 3x10 = 3x8 = 2x4 11 January 13,2011 Jab Truss Truss Type Qty Ply ence CSI DEFL in (loc) I/de8 List PLATES GRIP TCLL 30.0 Plates Increase 1.15 J1 100526 G3 Hall Truss i jJb Lumber Increase 1.15 BC 0.67 Vert(TL) -0.33 7 -9 >633 180 BCLL 0.0 nce o tional Plabulki South, Littleton, GO 80125 410-13 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:11 2011 Page 1 ID:sYwzXaphyNUGUngn39DeSbz IG3- yL? 6k8PgFKeaecOiKBJzSddCv2ifUY7rUtwfkzvkVV2 41 -14 Scale = 1:34.5 3 1 Say = 459 2x4 II 4x4 = 43-0 &312 0. LOADING (pat) SPACING 2-0-0 CSI DEFL in (loc) I/de8 List PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.12 7 -9 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.33 7 -9 >633 180 BCLL 0.0 Rep Stress lncr YES WB 0.54 HOrz(TL) 0.04 7 n/a me BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 68111 FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 4-2 -6 oc puffins, except BOT CHORD 2 X 4 SPF No.2 end vedicals, and 2 -0-0 oc pudins (5 -2 -1 max): 4-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. JOINTS 1 Brace at Jt(s): 6 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Instal uide. REACTIONS ze) 7= 857/0 -3-8 (min. 0.1 -8), 2= 1105/0.5 -8 (min. 0.7 -72) MaIc Max Horz2= 167(LC 4) Max Uplift7= 132(LC 4), 2= 261(LC 7) FORCES (lb) - Max. Comp. /Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= 1805/250, 34= 1347/162, 410= 1216/178, 10 -11> 1216/178, 5-11= 1216/178 BOT CHORD 2-9= 24611626.8-9= 1921876.7-8-1921876 WEBS 3- 9=4341138, 5-9= 0/424, 5-7= 1054/205 NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 8=45ft; L =24ft; eavez4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =7.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 5) "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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt =1b) 7 =132, 2 =261. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbmaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom Chord. LOAD CASE(S) Standard rxv.30 OR8 USB. ®Wdm mdREBDPmISa INCLUD Rp8PBRapnSP8 Design valid Meekcon bu �4TJ usean Mi cones upon parameters and IsfagnIndividual component. �� A of design proper i n c rpo r at kbasedonlyupon ttlesign pammenters and proper incorporation of component is responsibility of building designernottms designer. &acing shown d far Ime llty I' far lateral wpppotloflndividualwebmembersonly. Additional temporary tracing to insure stability dufin gonskucffon is the respombiaity of the erector. AddBferal permanent bracing of the overall structure is the res con bLly of the building da ignecFw general guidance regerdbig MiTek' fobrication, quality control, storage, delivery, erection and bracing, consult ANSIAPII quality Cdfedn, M649 and BCSI Bullding Component Sis"Informatlon available from Tmz Plate Institute, MIN. Lee Street. SO! O a 312 Alexandria, VA 22314. 14515 N.0" Forty, Suite 11300 Cheslaflmd, NO 63017 esa - 3,10 = 3x4 = January 13,2011 Job Tru ss Truss Type Qty (loc) I /dell L/d 7 -9 >999 240 6-7 >999 180 6 n/a n/a eo residence LUMBER BRACING TOP CHORO 2 X 4 SPF No.2 7JS," U7308478 J110Q526 G4 Hall' Hip Truss 7 Rigid ceiling directly applied or 10-00 oc bracing. JOINTS 1Brace at Jos):5 Refere ( 1 ' n rrvuunu avum, unun , vv au, <a 1.250 s Jan 102011 MITek Industries, Inc. Thu Jan 1314:52:122011 Page 1 ID: sYwzX aphyNUGUngn39De $bzIG3- QXZUxUQJOemRFMz gCegANfEQyO_TG48dUBAzvkW1 2 -58 0 2 -58 I 5 -1613 543 6-7-4 1 scale = 1:34.8 4x8 - 10 3xa = 1 LOADING (pst) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2006/TPI2002 CSI TC 0.66 BC 0.51 W8 0.37 (Matrix) DEFL in Ved(LL) -0.07 Vert(TL) - 0.16 Horz(TL) 0.03 (loc) I /dell L/d 7 -9 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 1971144 Weight: 691b FT =0% LUMBER BRACING TOP CHORO 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1 -3 oc puffins. except BOT CHORD 2 X 4 SPF N0.2 end verticals, and 2 -00 oC pur ins (4 -8-13 max): 4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. JOINTS 1Brace at Jos):5 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS (Ib/size) 6= 857103 -8 (min. 0.1 -8), 2=110510-5-8 (min. 01 -12) Max Horz2= 193(LC 6) Max Uplift6=- 123(LC 4), 2= 260(LC 7) FORCES (Ib) - Max, Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 17911202.3-4= 10941172,4-10= 9821190,5-10= 986/190,5-6= 795/156 BOT CHORD 2-9= 19311605,8-9= 19311605,7-8= 19311605 WEBS 3-7= 676/100, 5-7= 14011077 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft( B =45ft; L =24ft; eave =oft; Cat. 11; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed: end vertical left and fight exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunem with any other live leads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-00 tall by 2 -0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt =lb) 6 =123, 2 =260. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11 -1 and R802.10.2 and referenced standard ANSVTPI 1. 9) "Semi -rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the Pullin along the top and /or bottom chord. LOAD CASE(S) Standard ®W4NlaN0r Vs only iga Feke aeteraaad RE9DIdn18SON1NfaBlm parameters an fora n8Pa08NfF94TJ re � Design valid foruseonywim MTekcon Pro,s ne desgnhnosedonlyupon porameferiy o vvn. tbu andkfaunInd nothi building, gn component. Applicability oitlesign pammenters and properincoryomilon of compor�enfuresponsibility otbuilding designer- riotima designer. Bracing shaven is forlaferal mpppoAofIrKrMdaalwebmembeoonV. Addifionaitempararybmcingtolnsumstabiliydw ., omtrucfianisthemsponabi9ilyofthe _ iTek erecta,Ad and permanent bracing tlBi ofiheove 11 stractere' s the responsibility ofthe building desinc FO rgeneralguidanceregaming fabrication, quality control, storage, delivery, erection and bracing, cansut ANS17rPr QuaNy CMedo, DSB -89 and BC9 Balding Comprneel 14515 N. Outer Forty, Sune 11300 Safely IrdormaBOn available from Tmss Plate Institute, 781N.( Sheet Suife 312, Alexandria, VA 22314. Chesterfield, MO 63017 2x4 II "" 3x10 = 2x4 II January 13,2011 Job Truss Tmsa Type QN Ply Sileo residence (loc) Vdefl L/d TCLL 30.0 Plates Increase 7306479 J1100526 GC7 JaGC -0pan Truss 2 1 240 TCDL 10.0 Lumber Increase 1.15 Be 0.01 Vert(TL) Job Reference o Lionel nwmry auum, unremn, w aurzq Bdah 7.250 s Jan W 2011 MTek Industries, Inc Thu Jan 1314:52:132011 Page 1 ID: sYwzXaphyNUGUngn39De$ b. IG3- uj7l9pRemxuINY5ScLRA2iZleul7 WRQIoMijdrvkWO scale =1:8.1 LOADING(pst) SPACING 2-0-0 CSI DE FL in (loc) Vdefl L/d TCLL 30.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.00 2 >999 240 TCDL 10.0 Lumber Increase 1.15 Be 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 REACTIONS (lb/size) 2= 48510-5-6 (ruin. 41 -8), 3= 185/Mechanical, 6 =14 /Mechanical Max Horz2 =62(LC 7) Max UpIWQ2 269(LC 7), 3= 185(LC 1) Max Grav2= 485(LC 1), 3= 126(LC 7), 6 =29(LC 2) FORCES (lb) - Max. Comp./Max Ten. -All faces 250 (Ib) or less except when shown. PLATES GRIP MT20 1971144 Weight: 6 l FT =O% BRACING TOPCHORD Structural wood sheathing directly applied or 1 -2 -11 oc pudins. BOT CHORD Rigid ceiling directly applied or 1440 oc bracing. MiTek recommends that Stabilizers and required acres bracing be installed during truss erection, in accordance with Stabilizer NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL =6.Opsf; BCDL= 6.OPsf; h =15ft; B =45ft; L =2411; eave =4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other live loads. 4) - 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 ft between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 lb uplift atjoim(s) except (jt =1b) 2 =269, 3 =185. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this tines. LOAD CASE(S) Standard 28176 13,2011 A WBf M VeN)bdotBaParmralans d A=0 Ai ON1SOSBPID IATVilffP RDPHRRWRPAW1111 -9473 re o, 10- '08B1iP0118 8& Design valid fa use onivv hMaek conned..ThIs design a based only upon parameters shown, and is fa an Individual building component. �• Applicabiilty of dedgn paramentars and properincorporation of component is responsilility of building designer- not from designer Bracing shown Is for lateral support of indivdual veb members only. Additional temporary bracing to Insure is the MiTek" sfabililyd %onshuction responsfanity of the erector. Ad di anal permanent bating of the overall structure is the responsibility of9he bolding deslgner. For general guidance regarding w.ea,oncemea- fabnwflon quern, conhol, storage. delivery, erection and bmdng, conmlt ANSI /rPil Quu01y Criteda, Me4, and aca Bedding Component So" Informaaon available from Truss Plate In lthrfe, MIN. Lee Street Suite 312 Alexandria, VA 71314. 14515 N. Outer Forty, Suae=0 Chesterseld. MO 63817 Job Truss Truss Type Qty Ply Sileoresidence I /deft L/d PLATES GRIP TCLL 30.0 11730&180 J1100526 GC2 Jack -Open Truss 2 1 240 MT20 197/144 TCOL 10.0 Lumber Increase 7.75 BC 0.09 Job Reference o tional rrooulla boom, Lmleton, w au12b 7.250 a Jan 102011 MTek Industries, Inc, Thu Jan 1314:52:13 2011 3-2 -11 Seak,= 1:11.5 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(LL) -0.00 2-4 >999 240 MT20 197/144 TCOL 10.0 Lumber Increase 7.75 BC 0.09 Vert(TL) -0.07 2-4 >999 160 BCLL 0.0 Rep Stress Ina YES WB 0.00 HOM(TL) -0.00 3 Na Na BCDL 10.0 Cade IRC2006/TPI2002 (Matrix) Weight 1116 FT =O% LUMBER TOPCHORD 2X4SPFNo.2 BOTCHORD 2X4SPFNo.2 REACTIONS (lb/size) 3= 19/Mechanical, 2= 460/0 -58 (min. 0 -1 -8), 4 =29 /Mechanical Max Hom2 =86(LC 7) Max Uplif(3 =17(LC 4), 2= 201(LC 7) Max Grav3 =51(LC 5), 2= 460(LC 1), 4 =59(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 6=45ft; L =2411; eave=4fl; Cat. 11; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and fight exposed; Lumber OOL =L60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bashing plate capable of withstanding 100 He uplift at joint(s) 3 except of -1b) 2 =201. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11 -1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fiwty model was used in the analysis and design of this truss. LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-2 -11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I ngallati on ® WARN /NG-Ve Jlf 49a parm — acrd REen NOM 0N THIS WhInDRO Rini 1M]FENE EPAW MI- 74" re. 10 '08 MSS. �� Design val'd for use only with MTek connectors. Tints design 6 based onty upon parameters shown, and is loran individual building component. ApplicabTry er of design Paramenfers and prop incorporaflon of component is responelmlity of building designer- not truss designer. 8mc1W shown O F Is torlateral suppportafindmdualwemern onty. Additional temporary bracing to insure stability durm9 traction is the resporoioi9Hy of the Ibl)TQk erecter. Addito b nal permanent bracing of the overall structure 0 the responsibility of the building designer Fargeneralguldanceregarding a ..- fabrication, quality control, storage, delivery, erection and bracing consult AN95MI Quality Criteria. WS-89 and SCSI BuBdirg Component 14515 N. Outer Forty, Suite tacit Safety Informaiton available from Truss Plate Insittute. 781 N. Lee Street. Suite 312 Alexandria, VA 2914. Chederfidd, MO 63017 January 13,2011 Job Truss Truss Type Qty Ply Sileo residence floc) Vdefi L/d TCLL 30.0 Plates Increase 117308481 J1100526 GE1 Monopitch Truss 5 t 240 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) Job Reference o lion 1 rropuea aoum, uaieron, w amza 7.250 s Jan 102011 MiTek Industries, Inn Thu Jan 1314:52:14 2011 Page 1 ID:sYwzXaphyNUGUngn39DeSbrvlG3 . gFM9RD( FO9V37H 7NSgjFFj82AQszh2XS6aG3zvkW.I 2 -5-9 5-30 2x4 3 LOADING (pst) SPACING 2 -0-0 CSI DEFL in floc) Vdefi L/d TCLL 30.0 Plates Increase 1.15 TC 0.66 Ved(LL) -0.03 2-4 >999 240 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.08 2-4 >691 180 BCLL 0.0 Rep Stress Ina YES WS 0.00 Horz(TL) -0.00 4 Na Na BCDL. 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 WEBS 2X4SPFNo.2 BOTCHORD REACTIONS (lb /size) 4= 184/Mechanical, 2= 516/058 (min. 0-1-8) Max Horz2= 101(LC 4) Max Uplift4 =17(LC 4), 2= 197(LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, PLATES GRIP MT20 1971144 scale = 1:15.5 Weight: 17 lb FT =O% Structural wood sheathing directly applied or 5 -3 -0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf, h =15ft; B=45ft; L =24ft; eave=4ft; Cat II; Exp C; endosed; MWFRS (all heights); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL =1.60 plate gdp DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt -1b) 2 =197. 7) This truss is designed in accordance with the 2006 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE($) Standard ®WAANfNG VaNJjf dartga Palma —crad R84I9 MM ON MSAND M1,0DkiiZiW JWEVEWUE PAGE 01 -74"4 . 10.'08 laWOM USE. Design valid for use only Win MiTek connectors, This design a based only upon parometan shown, and is for an Individual balding component. Appfcablity of design pammenten and proper incorporation of component is responat,41, of building designer-not from designer. Bracing shown izfw loteralwppport of individual web members Additional tempgrory brocino t imure du Tgcorzsirvcfion a the billily the any. stability rezpo of erector, Additional permanent bracing ofihe overall Structure a the responsibTby f the binding designer. Porgeneralguidonceregarding _MiTek' fabrication, quality carnal. storage, delivery, erectfion and bracing, conwlt ANSVIPII Qual8y Criteria, USE -89 and Eat BWWing Component 14515 N. colter Forty, fill. NOO Saletylalom,a8an available from Tmss Plate Institute.] BIN. Lee Sireet Suite312 Alexandria, VA Y1314. Chesterfield, M063817 January 13,2011 Job Truss Truss Type Qty P ly Sfieo resitlence (loc) Well Lid TCLL 30.0 Plates Increase 17308482 J1100526 GE2 Monopitch Truss 1 i 240 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) Job Reference o tional Probuild SOWS, Littleton, CO W125 2x4 II 2 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:15 2011 Page 1 10:SYV phyNUGUngn39DeSbzIG3g 6EdZVSBIZ806DiUZ1 NVFTowuSVfbQ xjm5r8oVzvkW 5o LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lid TCLL 30.0 Plates Increase 1.15 TC 0.54 Vell(LL) -0.03 1 -3 >999 240 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.08 1 -3 >691 180 BCLL 0.0 Rep Stress lna YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code IRC2006rrP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOTCHORD 2X4SPFNo.2 WEBS 2X 4 SPF No.2 BOTCHORD REACTIONS (lb/size) 1= 24410 -5-8 (min. 0 -1 -8), 3= 244 1Mechanical Max Horz1 =87(LC 4) Max Uplifts =33(LC 7), 3 =38(1_C 7) FORCES (lb) - Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. scale =1:14.4 PLATES GRIP MT20 1971144 Weight: 1416 FT =O% St ucturel wood sheathing directly applied or 530 oc pudins, except end verticals. Rigid ceiling directly applied or 10 -D-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Inatallatlon guide NOTES 1) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15X; B =45ft; L =24ft; eave =4ft; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its writer. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumem with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoinl(s) 1, 3. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) "Semi -rigid pitchbraaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ®WARRNGVertJy dm(grt parmnetere andRHBO Blm98S ONZHtSBlID IACLGOHp Mf18RRBPHRHNCHPdGHNH -94TJ mo. ZO'OBB�OHH tFuB. Design valid torus. an"h MTek connectors. This cast, b based only upon parameters shown, and a for an individual building component. �" Appk,abifily ofdef nparament.. and proper incorporation of component is Wsponsibety of building designer- not truss designer. Bracing shown isfw lotval maapad ofindividual Addltlonaitempwarybmcmgtoimure MiTek" wab members only. stability dur pconshuction isth.responsDiutyofibe erector. Addelonal pertrwnent bmdag of the overall structure is the responsb9ity of the bufidmg coagrnv Fw general9�bance regarding , tobnca lion, quality control. storage, delivery, erection and brodng. consult ANSIy1PI1 Qua,, Criteda, bs1149 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Soretylnbrmallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. chesterfield M063017 2x4 = 2x4 It January 13,2011 Job Truss Truss Type Qry Ply Sileo residence (loc) Well Ud TCLL 30.0 Plates Increase 117308483 J1100526 GH1 Diagonal Hip Girder 7 7 1 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) Job Referenceloy_tionap VMDW IO bO1M, Llnleum, uv tlu1 LJ 2 7.250 s Jan 102011 MTek Industries, Inc. Thu Jan 1314:52:16 2011 Page 1 ID:SYV aphyNUGUngn39DeSbrvIG3Jlo ?nrTp3sGt NHg7ku8ogK6bsp_KtAS_lbhJyzukVZ Me I 7-0 360 3 -10.6 Scale = 1:20.9 2x4 It 3 34 4 2.83 [12 7 / n vJ e e 5 2x4 II LOADING (pt) SPACING 2 -0-0 CSI DEL in (loc) Well Ud TCLL 30.0 Plates Increase 1.15 TC 0.48 VeiFLL) -0.10 2 -6 >838 240 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.24 2 -6 >335 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IRC2006/tP12002 (matrix) LUMBER BRACING TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD BOT CHORD 2 X 4 SPF No.2 WEBS 2X 4SPF No.2 BOTCHORD REACTIONS (lb/size) 6= 232/Mechanical, 2= 739/0 -3 -10 (min. 0 -1 -8) Max Hoa2 =96(LC 4) Max Uplift(5=66(LC 4), 2=-332(LC 7) FORCES (lb) - Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 1971144 Weight: 3014 FT =O% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0 -0 or. bracing. M'Tek recommends that Stabilizers and required cross bre tlng be instailed during truss erection, in accordance with Stabilizer Installation au de NOTES 1) Wind: ASCE 7-05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; B=45ft; L =24ft; eave =oft; Cat. II; Fxp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) `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�O wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6 except at-lb) 2 =332. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb up at 5 -4-10, 6414 up at 5A-10, and 19 Ib down and 17 Ib up at 8 -2 -10, and 191b down and 17 lb up at 8-2 -10 on top chord, and 11 Ib up at 5-4-10,11 Ib up at 5 -4-10, and 591b down at 8 -2 -10, and 591b down at 8 -2 -10 on bottom chord. The designtselection of such connection devices) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (calf) Vert: 1 -3 = 80, 3 -4 =20, 2 -5 =20 Concentrated Loads fib) Vert: 4= 38(F =19, B =19) 5= 59(F =29, 8 =29) 7= 127(F =64, B =64) 8= 11(F =6, B=6) 28176 13,2011 ®wsUWtM- VeNJlj dmlpnpmmn .card RPAO ROT$4 OXIDVSAfID MLVOEp 610111W pb'RBNCSPAWWI -9473 sro. 10 -'08p 01b? USE. Design valid for use ontywtih MTek connectors. This desgn is based ony upon parameters shown, and is for on individual building component. Appricobirlfy adedgn paramenters and praperincorporatlon of component Is responsibility of bVIHIW designer- not bass designer. Bracing shown EE'� ¢ for loteml apppod of lrMivitlual web members onN� Atldtionoi temporary bmcing to inwre stobliy BUringconshuction is the responsbillity of the erector. Adtlifronal permanent bradrg oFltre overall structure tithe responsibility of the building designer. Forgeneralguidanceregartling fabrication, quality canine. storage, delivery, erection and bracing, consult ANSIRPII Quality Cdledn, Dw-09 and BCSI Building Component Safety InlaManon available from Truss Plate Institute. M1 N. fee Street. Suite 312, Alexandn, VA 22314. nnq� IVrI eft ---- 14515 N. Outer Forty, Sute #300 chesterfield, M063017 Job Truss Truss Type Oty ply Silea msidence WEBS 2 X 4 SPF No.2 "Except` BOT CHORD 312,5 - 12.7 - 11.8 -10:2 X 4 SPF 165OF 1.5E LOADING (pat) SPACING 2 -0-0 117308484. J170052fi if HALFHIPTRUSB 1 2 GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) - 0.34 11 -12 J b Ref re [ Probuild South, Littleton, CO 80125 7.250 6 Jan 10 2011 MTek Industries, Inc. Thu Jan 1314:52:17 2011 Page 1 II)mVMN_BURgAPkMXsshSPNLU kVy- VMN BURgAPkMXSShSPNLWFYF- 8MK ?DPKFrOZ kVy i 7 12 I 2 4 - 0 411-4 4se 4ae 4114 Scale = 138.0 - -.- - 2x4 11 5x6 = 5x12 = 41 = 4x10 = as II Plate Offsets (X,Y): f3:0- 7 -8.0 -2 -121 r10:0-3 -6 0 -2 -01 TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD BOTCHORD 2X6SPF210OF1.8E WEBS 2 X 4 SPF No.2 "Except` BOT CHORD 312,5 - 12.7 - 11.8 -10:2 X 4 SPF 165OF 1.5E LOADING (pat) SPACING 2 -0-0 CSI DEFL in floc) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) - 0.34 11 -12 >792 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 SC 0.64 Vert(TL) - 0.6711 -12 >395 180 BCLL 0.0 ' Rep Strew Ina NO WB 0.77 HDrz(TL) 0.08 9 n/a n/a BCDL 10.0 Cade IRC2006rrP12002 (Mabix) Weight: 2191b FT =O% LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD BOTCHORD 2X6SPF210OF1.8E WEBS 2 X 4 SPF No.2 "Except` BOT CHORD 312,5 - 12.7 - 11.8 -10:2 X 4 SPF 165OF 1.5E JOINTS SLIDER Left 2 X 4 SPF No,21 -6-8 REACTIONS (Iblaze) 1= 3705163 -10 (min. 62 -6), 9 -10 (min. 0 -2 -5) Max Horz 1 =71(LC 4) Max Uplift1= S87(LC 3), 9= 618(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2= 7702/1254, 2 -3 =771011273, 3-15= 1336012201,15-16=-1335712201, 4-16= 1335712201,4-5=-1335812201, 5-17= 7336512171, 617= 1336512171, 6-7 =- 1336512171, 7 -18=- 956611592. 8 -18= 956611592. 8-9= 34311612 BOT CHORD 1- 14= -1133!7013, 1314 = 1126/7009, 12 -13 =7126!7009, 11- 12= 2202113365, 10-11 =-162319566, 9-10= 961466 WEBS 3-12= 108916633,4-12=-20031429,5-1 1=9921241, 7- 11=-681/3981, 7 -10= 29521580. 8.10= 1600/9535 Structural woad sheathing directly applied or 60 -0 oc pudins, except end verticals, and 2 -0-0 oc pudins (4-9-4 max .): 3-8. Rigid ceiling directly applied or 160.0 oc bracing. 1 Brace at Jt(s): 8 NOTES 1) 2 -ply truss to be connected together with 1 O (0.131")3 j nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -5-0 oc, 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 69-0 oc. Webs connected as follows: 2 X 4 -1 row at D-9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as from (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -05; 105mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =15ft; 3=451t; L =24ft; cave =oft; Cat. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =160 4) Provide adequate drainage to prevent water Fondling. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurient with any other live loads. 7) `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 ft between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjamt(s) except (jt =1b) 1 =587, 9=618. 9) This truss is designed in accordance with the 2006 International Residen5al Code sections R502.11.1 and R802.10.2 and referenced standard ANSI7rP11. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and /or bottom chord. ®WdrWid foruse o"th undRP6p is bosedony popr osmete sho RBPBRSACBpdeBMRu94 onent BBpORB USS. �� Design void far use AUiek connectors, in6 design 5 nosed ono neon parOmeters shown. and k foron i nal building component. Ap ftled np pa dMdual e a an ember in Additional c otbWdingde r de 8mcing s isforlateAddpapo of) l pa ndividual webm s only. members Additional temporarybracmooroeurefin designer. conshutll guidance esPO otthe _MiTek` ereatar. n. clu orwl lxrman storage, of oveion and bracing. re nsull ' A !then c ag r r designer. B49a N INCH Component po fabrication, quality available control, storage, dsli n,. late erection and bracing, cowl! ANSI/retl Quarry a VA Oneda, DSag19 and BLSI aa8ding Componam aest N e[d, M M0 suite traffic Solely 0forma5on available ham Tmu Plate Institute. 781 N. Lee Street. Saite312 Alexandria, VA 22314. CheAedlel4, Ma 8301] 4.00 12 5X10 = _ _ 2x4 II 3x4 gzfi 41 = 4x10 = January 13,2011 Jab Truss Truss Type Oty 'Ply AppBCabipy of design pammenters and properincoryomtion of component is responslbi6ry of building designer- not huss designer. Bracing sMwn is for lateral supaport of individual web members only. Adtlitlonal temporary bidding to imvre stabilty dunn% onstruction is the responvbillity of the erector. Addltarwl pennonenf bracing of the overall structure c the responabLty of the bulling designer. For general gal dance regarding Sileo residence ta i on, quality available stooge, Truss P election and . Lee Si , at, S ub Safely ABSIpPII Quality Criteria. DSB-89 and BCSI Building Component hty Inwnlalbn avalable from Truss Plate Institute. N. Lee Streef, Suite 312, Alexandria, VA 22314. 14515 N. Outer Forty, Suite Nall Chesleifield MO 63017 117308484, J1100526 it HALF HIP TRUSS 1 2 J bRef f f n 1•10DIAM aoum, Lmiel0n, UU MIZa 7.250 s Jan 10 2011 MTek Industries, Inc. Thu Jan 1314:52:17 2011 Page 2 NOTES ID:nVMN — BUR(JAPIMIXSShSPNLUrvkVynVMN BURgAPkMXSShSPNLUtFyF5838K 7DPKFrOz kVy 12) Hangers) or other connection devices) shall be provided sufficient to support concentrated load(s) 560 lb down and 101 Ib up at 144-8, and 1460 lb down and 262 lb up at 18-8 -4 on top chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pli) Vert: 1- 3=-80, 8- 17 =-80, 1.9 = -20 Concentrated Loads (lb) Vert : 17= 560(F) 18= 1460(F) Trapezoidal Loads (plf) Vert: 3 "20(F= -540 )-tc-17 =80 A WAR M- Verffrj de4grs poonnefnw andRE6D MM ON =6 AND IPTCLPRIED N118lCREPlRtBPCBPAGttrMU-?4M r,o. 1O' 08 BEFORE M. Design valid for use only with,Wrek connectors. Thadlesgn is bared only upon parameters shovm, and is for an individual building component. AppBCabipy of design pammenters and properincoryomtion of component is responslbi6ry of building designer- not huss designer. Bracing sMwn is for lateral supaport of individual web members only. Adtlitlonal temporary bidding to imvre stabilty dunn% onstruction is the responvbillity of the erector. Addltarwl pennonenf bracing of the overall structure c the responabLty of the bulling designer. For general gal dance regarding ppqqyy IVI)le� wwe.,o.Eeo.� ta i on, quality available stooge, Truss P election and . Lee Si , at, S ub Safely ABSIpPII Quality Criteria. DSB-89 and BCSI Building Component hty Inwnlalbn avalable from Truss Plate Institute. N. Lee Streef, Suite 312, Alexandria, VA 22314. 14515 N. Outer Forty, Suite Nall Chesleifield MO 63017 mo ag W yC6 �x A m y p x m z LA o W m - rt z r O cr m r nNOco�zQ ��' a, y `ate °ve e0 n ®_ oa- n . -.�_.� n v = m3 °co�n3 z w' z =2 _� O _ VI Qw�oo3o ���'° 7�sa 3oF,S aH maw 0 `' Daq�m D mo3Jmm 3 � - °ci o O t D 4`P, c Jc Q J z o °ao o =� moo° Q n o ° � m� mix _g��m O �_: 3 o n 0 oN ate° O ° J m — mD C O. H a+ (p Q S -., < p O -. a a J-,O a 50 0 0 QfD �'S 5(O p G O.O 2 w O 0 . 0 .° m ? ° o �. mo'm =sue z o� omQ � 3 s`" - Z i X3:0 aJ:'o' oQ� oQa - • J mop y ° o a °�D�g D H � �� N� J ns mQ ° 3 ��° — 5'a ���JN Qn� m-. .�N 0 O3 (p°X65•O a2 -J..f n � 5 30 O N N � -c (p S_. O.w z QOO n no a �-5 `n w N 5 N O 5 QO N O.� �0 f°1N Q 0 O'n'"� 00.a y0 0 °_ mNR CD S J J N (D 90 cN ��� fl O'Ja �'C° J (D x 3 S J ? Oaa O 2 5 `G o n 0 3 (D O uZNy n cs ma0 TOP CHORD A >A n O 30 OZ m cma - Q4n,P m O mp m 2N A ,A n a , COs �y a n F m,J z W IT a Z m m to rn J Nm_ to ° n �O 00 A`r c= m N O m (0 0 PPPW m N� ND O n /§� 3 V -DN 9 A DK V ZI W2 -] = ®V 0 A A A O T yZ O A p v D Og n m m m ' S ,° H _ � m O W a p 3 W M, O n 4 n ai 0 D ,� W r o 0 �1 ' m m Om 'Jn 0 yT Oy 3. $ ? 0 nn o V x A 2 Z O W3-6 W 0 N' O a W N y JC N X N A O u N <� j < (D m N N a TOP CHORD O DO �°A ame g °O n o 3v o n „c c O o0� n oav ^z IT aD Q ao o q ao 0 o 0 0 a_. D m m- n mm. mgo c -mo ' on as ¢� ca C 0 0 - o > > m ° T o = 3 a- 3a m _m awn o�.< a -� - --o m $o° _ o0 0 0 .n o pm o.03 f,„ oy mm' ° m g 50 m n'<m� o- f] o m o Op a moo m„ m� m sm as <, N ov m mpm 3m mo 22a 0 � (Q n -�- -� .�� mN� a pa o �S �a - ,s °-N o =G. -'o 0 7 O� U 3� an s - ng °° (D O 03 0 , o .3� o o N n o a3 2a °'^ <° -T n ° c53R m m'mv m m. ° c 3 U(, - n - o o a� n 63 'mom a m 33 v a g o xo O g m >• o a; %-q °- .0 o ,c m m o ` m o m n a a' .' • V Z3 o AA a c N amm < m �� a v °= �� °- a2? a'o a_� 52 c°.Q v a ° .m 059 o.Z' -OQ �� o me F 5mm �s �° c 00 .' -a °'^ ° nm m ?� ° on`: 'om n, am roa (D � p�pqq _° ms 'm o a _ m '^ o S am o0 3� o'er v a°' n a �m a� Nm �a _n O aV An c-pc 3 m CR '3 a v °_ °s o5 vo m7ia y„ .3 ° ffon �' �3„ n° c 5 7 mm mm m m m3' vm a- •c ..m m om i5 <�, OR . �P 3 ao �m m .° m °� mn m° is D'"o ¢ oa oo Nm o'3 ° Q CO m� N m m c o' o m m � O. fi goo � u o c S m Z� v� a s -- G a o 0 9< �' - 'o „n. a om a_n >= �0m m� Qo zo m oo ' mo' ffc4 <oo" a 2 �•� y 'm C o v 3 m y o o a m N M 3 o °- m o �� n ' 3 ¢ "� -.' m � 55 o s o c N `z Q Np DO mO Om mm 0° _'m j CD xm 6 m U m ... - O �d mp a' N O' 9 0 a °o �6 a, O a3 [ � n mF '^ o o o � m 3 3 oQ °-a ?o m `o' o 'm= 2 � m ��' m (D eV m m a `m as o� c a Y s a �a 33.m �� - �. �o �n S ma m ° N iiN '20 3 a m o� "'m 'o m,° m' -' a o a a. m o o 3 n O o L 3a 3 �N (D sm1 G m 4 �. CITY OF WHEAT RIDGE Building Inspection Division f (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type ts, r�PA, -,l � ,re PR Job Address > ,,�_� Permit Number rvv sA . /A. — ❑ No one available for inspection: Time f : ; AM/ Re- Inspection required: Yes (:�No0-; DO NOT r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office -" (303) 237 -8929 Fax s INSPECTION NOTICE F Inspection Type lfW�' _ `%� a,. Job Address A?V5' Mse�,4091 5 Permit Number ®P2 '7?1 ❑ No one available for inspection: Time ' AN}%)? 2 - Re- Inspection required: Yes ( nn N pecto EMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE {j t Inspection Type: ANe0li �Sfv�ccl �cf�� Job Address: 7 R i Permit Number: 10 Q — 7 ❑ No one available for inspection: Time O ` ARpm Re- Inspection required: Yes When corrections have been made, call for re - Ins action at 303 Date: Inspector: <. F> s DO NOT REMOVE THIS NOTICE �. r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office' " (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type :1211 cu,.e r Job Address `'s oq Permit Number 2 ❑ No one available for inspection: Time 11 ',fir AM) PM Re- Inspection required: Yes (N01 when corrections have been made, call fQr re- inspection at 303- 234 - 5933 Date: °fr Inspector: v DO NOT REMOVE THIS NOTICE THIS NOTICE " ' City of Wheat Ridge Residential Roofing PERMIT - 110118 PERMIT NO: 110118 ISSUED: 02/07/2011 JOB ADDRESS: 3845 DUDLEY ST EXPIRES: 02/07/2012 DESCRIPTION: Reroof 24 sqs with Presidential T/L * ** CONTACTS * ** owner 303/697 -5657 Snow Wolf sub 720/859 -1200 Michael Grear 02 -1189 Alliance Roofing Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0804 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,900.00 FEES Permit Fee 172.60 Total Valuation .00 Use Tax 142.20 E EO TOTAL ** 314.80 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within his document as parties to the work to be performed and that all work to be performed is disclosed in this doc�m_,u d/O m anying approved plans and specifications. or CONTRACTOR Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5.- The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspections of y7iWfZWildinq Off.' al Date 'Ir)?(N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 'S ,MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 0 " "E� R, City of Wheat Ridge Building Division ° 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 9 rOLDBPO� Inspection Line: 303 - 234 -5933 Building Permit Application ProjreifyAddes's: �S�t.�le� -L S"1 Property Owner (please print): Mailing Address: (if different than property address) Date: Plan #: Permit #: Phone: 3 Address: 'P D City, State, Zip: 1C�• 0. U ` C 6 (j 1 f �Z Contractor: Contractor License #: Qa ��� �/ U Phone: - 7ZO - Z5 /aUV 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: $ 7700 DB$CrfptjUFCE2fi wA75C. (as calculated per the Building Valuation Data she Plan Review (due at time of submittal):$ on Sq. Ft. /L. Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - - CIRLCE ONE ! (O � WN ,, "�) (CONh TRACTOR or PERSONAL REP ESE dATIV of (O,w/{�7�ER) (CONTRATOR) / PRINT NAME: -L ri4� SIGNATU �✓ ,�.I Date: / Dec 20 10 02:06p Spectrum Electric Ltd City of Wheat ]idge COMMUNITY DrVELC)L Fu, T Building & Inspectron Services Division 7500 W. 29 AVe., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Q Cj Building \n Permit Application Property Address: v `� ' 1 � �- Property Owner (please print): Mailing Address: (if different than property address) Address: (303)697 -0325 p.1 Date. Plan # Permit Phone. city, State, Zip: Contractor: Contractors City License M Phone: Sub Contractors _ Electrical �VPlumbing: Mechanical: City License # -» k °"'S -s'5 City License # Descri tion of work: Squares BTU's Gallons Amps Sq Ft. City License # Contract Value: $ Review Fee (due at rime of wbntfftal): 41 OVPIYERICONTRACTOR 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 f have read and agree to abide by all conditions primed on this application and that I assmne full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under arty' permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entit included on this application to list that entity on this application. CIRCLE ONE (0*WER) (CONTRACTOR) or (AUTHORIZED REPRESENT�j'(0if . ONTRACTOR) it t (— 1 PR7 I - ---) --) ZONING COMMENTS: Zoning: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer. DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: OCCUPANCY: Reviewer. FIRE DEPARTMENT:: El approved w(comments ❑ disapproved ❑ no reviewrequired I Bldg Valuation: " ' City of Wheat Ridge - r Barbara Sileo go 303/697 -5657 Residential Addition PERMIT - 102743 PERMIT NO: 102743 ISSUED: 12/15/2010 JOB ADDRESS: 3845 DUDLEY ST EXPIRES: 12/15/2011 DESCRIPTION: One story addition with bath (938 sq ft) * ** CONTACTS * ** owner 303/424 -2684 Barbara Sileo go 303/697 -5657 Snow Wolf Const. 10 -0337 Snow Wolf Const. Mgmt., LLC sub 303/697 -8414 William J. Judy 01 -9533 Spectrum Electric, Ltd. sub 303/646 -9498 Josh /Trudy Slack 07 -0114 B.C. Building Services, LLC ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 95,000.00 FEES w " Permit Fee 1,091 * 80 C� 2 Plan Review Fee 709.6 Total Valuation .00 w. Use Tax 1,710.00 ** TOTAL ** 3,511.47 Conditions: SS: Approved per case #WA- 10 -07. Zoned R -1. Subject to field inspection. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document J /or its' accompliaying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief. Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. ". 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. @6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspecti,&i., ( Signature o C f Building Offical Date I`INSPEC ON 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. City of Wheat�clge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 AVe., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date: ��- I�y`l(j Plan# Permit # �� t h►apertYAdtiress" 3 g �! (� vSJ LE\,' �i7 ° 0P eA'r 1�11� C , G O ?007'3 Property Owner (please print) F h )? iZ A Z7 S 1 LC V' Phone: Mailing Address: (if different than property address) Address: City, State, Zip: CgntractaF: �IMEI WEt F GUI��iYI'G1iEl�! / 1?I iJl�bG/Y)�L1 ri L Contractors City License M p" Lt 7 Phone: 3 7• Electrical DA1 GlrCc<p )C Plumbing: �/pQ� yf�/t,p ��y/yl�jl)f6Mechanical: Ib4'1��7�gA/6 v'iG�S �� Rc LI = 11 5 City License # q y 3 City Llceise # yy e rri Y) 1 City License # 07 I y ® e mew euc r?fofty Ifv)—rici4 (ti�6 1�F) wr(N 94404 Contt�ct Value: S 7:'ri,;o 7r t� Review Fee (due at time of submittal): %S $� Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE• DATE: i 2 /ti7 F s i 'DEP%►RTM6NT E OL z % ✓ ; ✓ ZONING COMMENTS /��-' C�+�,i;Q ��, � � r ✓ ' / `` w ✓ ✓ � � RBVIeWEr'* .�'+ �) � tti / v a .,� e= C ✓ r ✓ ° - ' `' `' t �� y t i r > F ✓ ' ✓i-� ✓ �. ✓ r`✓ �' '`t✓ -: d a a?..� � � ✓� { Cr W � �✓ G r -; t ✓ r�� b � ✓' � ✓ ' i x BUILDING OEPART1uJENT CO EMS /� �. �¢'f�,1Q � , � % � ✓ � � ; s � ^' R @weNRr 1 y u ;Y ✓ ✓I y��.✓ ✓ � 9r""`a .� ter'✓ ✓e�, ✓�� +.'t � .� � f� � ��, �✓ .a t & ✓ ✓ s _ - , � �..-> 7� ,iw �r�r l��✓ ✓' tr^' ���K�..f � ,�'� J N✓✓�✓^c. �,,�j. PUBLIO WORKS P.OMMENTS r '" :ev , ✓ ',�� , e^ , �, jai flip �!" r /OCCUPANCY. 1 > ' � ReYleWer ✓ r /u >✓ ✓ s ✓✓ n r ' �`'✓✓ .. '✓Tl "'.9^l `d t���' �' <.✓�P ✓�r t "✓f "t ✓ �� l ✓ ✓ R "" ✓k "��4 -✓ r �,... "/ m ✓ 'a u k a ` r FIRE REPARTMENT D approved w/ s0�mp18M_ 5 ❑ dlSappfoVed OiTID reVl¢fepfif2d� Bldg VdlUatlOn $ �,Jrc�`7�1 - il � :fit 61 ,r city of " WheatR,jge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Date: Plan # Permit# Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application mr yr "ress � fS� �usJr-t �— Property Owner (please print) Si 1 A Phone: Mailing Address: (if different than property address) Address: City, State, Zip: �g" l`� 6.01: 6 1" �r c,F 63A Contractors City License #: Phone: 9ffKl W"e'nfiradfi AV City License # Plumbing: Mechanical: �OY'PG� t c,.�;n B,vJ L City License # City License # $ i Cotract Val l 9S ues 1 `�""' f" "'�' L ✓/i TC�fG - 144 - �7(% L -k GAS Liti`e Review Fee (due at time of submittal): Squares BTU's L21 2 Gallons Amps Sq Ft. 1 $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under my permit issued based on this application; that I am the legal owner or have been authorized . by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE. (OWN ) ( CONTRACTQR - or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) i 1 PRINT NAME: /L�J Co!- „�,,,� A I/i SIGNATURE: DATE: '��� /� Bldg Valuation: $ 1 Residential Worksheet Address: t r _7 3 `� � bU� `S'l P� Zoning: !K - Property in the flood plain? /Jo Lot Size: 06 9 sq. ft. Maximum Lot Coverage: Lot Width: 100 ft. 2s % 3 2 6 7 sq. ft. Proposed Improvements: Existing hnprovement(s): House: / f f sq. ft. House: e j S2 sq. ft. Addition to House: J 3 S,' sq. ft. Shed: — sq. ft. il� d Shed: — sq. ft. Bft3rim4 Garage: Co X ( sq. ft. ➢mod Garage: Ca Z I sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) ' 1_3 % 3 G y J sq. ft. '�'AWvc Required Setbacks: FR 7 0 S % $ S' / 0 � R '� - 5 ' �y9 jv - 07 Provided Setbacks: FR 3d S / S S / 0 i R" S Maximum Height: 3 j ft. Proposed Height: / `�,, 5 � - ft. Maximum Size: h/��f sq. ft. Proposed Size: d if sq. ft. 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 similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property, line, except when used as joint access for two or more lots. 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 permitted. Landscaping Notes For one -and two - family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: P1 Street trees provided: & /a INSPECTION RECORD OccuoancvlTvae INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSP CTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOBII c� FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Z Rough Electric Rough Plumbing 1 Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THPSUILDWG DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER `► L� CITY OF WHEAT RIDGE -j Building Inspection Division 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8 29 Fax 3���'�- �'�f INSPECTION NOTICE Inspection Type:' Job Address: ir'?Le Permit Number: fit 7 L z oaf, .'..... F ❑ No one available for inspection:'l Time AM /PM Re- Inspection required: Yes �/N \ P When corrections have been mad ll r re - i action at 303 - 2345933 s� Date: Inspector: DO NOT REMOVE THIS NOTICE f City of Wheat Ridge r Residential Electric PERMIT - 102721 PERMIT NO: 102721 ISSUED: 12/10/2010 JOB ADDRESS: 3845 DUDLEY ST EXPIRES: 12/10/2011 DESCRIPTION: 200 amp temporary constructionmeter * ** CONTACTS * ** owner Sileo Residence sub 303/697 -8414 William J. Judy 01 -9533 Spectrum Electric, Ltd. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 350.00 FEES Permit Fee 26.50 Total Valuation .00 Use Tax 6.30 ** TOTAL ** 32.80 Conditions: Must comply w/ 2006 . IRC & 2005 NEC. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all app icable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal own. of the property and am authorized to obtain this permit and perform the work described ay approved in conjunction with his permit. I further attest that I am legally authorized to include all entities named wi thin this document rties to a work to be performed and that all work to be performed is disclosed in this document and /or !'. s' c an ing ve ans and specifications. / / Z_ t o o Signature of OWNER v or CONTRACTOR e o ) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspec 'on. Signature Building Offical Date INSPEC ON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUE S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dec 10 10 12:16p Spectrum Electric Ltd (303)697 -0325 p.1 City of Whcat'idge COtvimuNn - e DZVFLOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 - 2855 " Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Property Address: ���`� Property Owner (please print) L Mailing Address: (if different than property address) Address: City, State, Zip: Contractor Contractors City License M Sub contractors: ( Electrical:s lumbing: City License # Q S�—,> City License # Description of work: ry iquares BTU's Gallons _Amps Sol Ft. ONVNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND, I hereby certify that the setback distances proposed by this permit application are acew rules or regulations of the City of Wbeat Ridge or covenants, casements or restrictions allegations made are accurate; that 1 have read and agree to abide by all conditions prir responsibility for compliance with applicable City of Wbeat Ridge codes and ordinano this application; that I am the legal owner or have been authorized by the legal owner c and am also authorized by the legal owner of any entity included on this application to CIRCLE ONE: (OWNER) (COATR,4CT0R), or (AOITIORlZED REP PRINTNAME• ZONING COMMENTS Zoning: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: DEPARTMENT USE ONLY Date: Plan # Permit # f l j n Phone: Mechanical: City License # Contract Value: S� a Review Fee (due at time otsubmiffal): 5 and do not violate applicable ordinances, record; that all measurements shown and i on this application and That assume full for work under any permit issued based on he property to perform the described work t that entity on this application. (OWNER) (CONTRACTOR) OCCUPANCY: ❑ approved wi comments 0 disapproved 0 no review required ;i Bldg Valuation: WESTERN PACIFIC BLDG MATERIALS 4795 LEYDEN ST DENVER, CO 80216 -3301 Phone 303 - 394 -2301 Fax 303 - 394 -3312 Job Name: 4520 CARR STREET Bid For: (Business Address) CHRIS CLAYPOOL Shio To Address: Line escn�hon N Each Total 1 1 9100- SLIDER 97.37 97.37 Window Sizing: NFD ID 5 5 a ai ZI / 2 1 9100- SLIDER Bid BV: Window Sizing: NET WIDTH =51.75 NET HEIGHT =24 Operation: XO Color: WHT Glass Options: SB60 "LOW -E Glass Options: ARGON Frame Options: * 3 1/4" WIDE FRME Frame Options: RIP FIN Hardware Opts: CAM LOCK Location: BEDROOM Nfre Data: PB.U- VALUE=0.31 - Nfre Data: PB.SHGC=0.32 PB.VLT =0.6 Window Sizing: NFD NET WIDTH =68 NET HEIGHT =24 Operation: XO Color: WHT Glass Options: SB60 LOW -E ARGON - Frame Options: * 3 1/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK Location: BEDROOM - Nfre Data: PB.0 -VALUE =0.31 PB.SHGC=0.32 - PB.VLT -0.6 Ver: 7.01.0068 Page 1 of 108.70 108.70 Bid Dated: 8 /18/2010 'WESTERN PACIFIC BLDG b4ATERIALS QUOTE - QT000076 Bid For Job Name CHRIS CLAYPOOL 4520 CARR STREET Line Q Descri tion ._ P F....w...__._. � -._ _...._.._.__._.,_ Each Total 3 Z 9100- SLIDER 85.04 m 85.04 24.25 I E - 4 1 9100 -SLIDER r �4 IIG` € 68 6 r-o� 5 1 9100 - SLIDER r 1 L 57.75 Sid By: Ver: 7.01.0068 Window Sizing: NFD Page 2 of 6 - Bid Dated: 8/18 /2010 NET WIDTH =36 Window Sizing: NET HEIGHT =24.25 Operation: XO Color: WHT Glass Options: LOW -E OBSC Color: ARGON Frame Options: * 3 1/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK Location: BATH NfrcData PB.U- VALUE=0.31 Location: PB.SHGC -0.32 Nfre Data: PB.VLT =0.6 Page 2 of 6 - Bid Dated: 8/18 /2010 108.70 108.70 Window Sizing: NFD NET WIDTH=68 NET HEIGHT =24 Operation: XO Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: * 3 114" WIDE FRME RIP FIN Hardware Opts: CAM LOCK Location: BEDROOM Nfre Data: PB.U- VALUE=0.31 PB.SHGC -0.32 PB.VLT =0.6 148,13 148.13 Window Sizing: NFD NET WIDTH =51.75 NET HEIGHT =48.75 Operation: OX Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: * 3 1/4" WIDE FRME RIP F1N Hardware Opts: CAM LOCK Location: BEDROOM Nfre Data: PB.U- VALUE=0.31 PB.SHGC=0.32 PB.VLT =0.6 Page 2 of 6 - Bid Dated: 8/18 /2010 'WESTERN PACIFIC BLDG MATERIALS NET WIDTH=67.75 QUOTE - QT000076 NET HEIGHT =49 Bid For: Job Name Color: WHT t y CHRIS CLAYPOOL 4520 CARR STREET ARGON Frame Options: Lane gt�y Descrtptton,,,._ RIP FIN Each Tobi 6 1 9130 -XOX SLIDER KITCHEN Nfrc Data: 260.60 260.60 PB.SHGC=0.32 Window Sizing: NFD NET WIDTH =100 Operation: NET HEIGHT =49 XOX �6T Color: WHT 4 Glass Options: SB60LOW -E E �1 ARGON 11// Frame Options: * 31/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK 100 l Location: LIVING NfrcData: PB.U- VALUE =0.31 PB.SHGC=0.32 PB.VLT =0.6 7 1 9100 -SLIDER 167.68 167.68 s 1 9100- SLIDER ID Window Sizing: NFD 97.38 97.38 Window Sizing: NFD NET WIDTH NET HEIGHT =24 Operation: XO Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: * 3 1/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK / •� r�/ c Location: REAR {j Nfrc Data: PB.U- VALUE =0.31 PB.SHGC=0.32 PB.VLT =0.6 Bid By: Vec7.01.0068 Page 3of6 .Bid Dated: 8/18Y10I0 NET WIDTH=67.75 NET HEIGHT =49 Operation: XO Color: WHT t y Glass Options: SB60 LOW -E � 7 ARGON Frame Options: * 3 I14" WIDE FRME RIP FIN Hardware Opts: CAM LOCK Location: KITCHEN Nfrc Data: PB.U- VALUE=0.31 PB.SHGC=0.32 PB.VLT =0.6 97.38 97.38 Window Sizing: NFD NET WIDTH NET HEIGHT =24 Operation: XO Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: * 3 1/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK / •� r�/ c Location: REAR {j Nfrc Data: PB.U- VALUE =0.31 PB.SHGC=0.32 PB.VLT =0.6 Bid By: Vec7.01.0068 Page 3of6 .Bid Dated: 8/18Y10I0 MESTERN PACIFIC BLDG MATERIALS QUOTE - QT000076 Bid For: Job Name CHRIS CLAYPOOL 4520 CARR STREET lef -- nn Each Total 9 1 9100 -SLIDER 78.18 78.18 1 24 f I 11[> I ====d 35.75 9100-SLIDER Window Sizing: NFD 1 0 01 B �� A 119.67 119.67 Window Sizing: NFD L L I 1 1 9100 -SLIDER NET WIDTH=35.75 NETBEIGHT=24 Operation: X0 Color: WHT Glass Options: LOW-E OBSC ARGON Fm me Options: * 3 1/4" WIDE FIRME RIP FIN Hardware Opts: CAM LOCK Location: BATH Nfrc Data: P]3.U-VALUE-0.31 PB.SHGC=0.32 PB.VLT=0.6 1 0 01 B �� A 119.67 119.67 Window Sizing: NFD L L I 1 1 9100 -SLIDER 106.30 106.30 Window Sizing: NFD M. 1--52 NET WIDTH=68 NET BEIGHT=24.5 Operation: X0 Color: WHT Glass Options: SB60LOXkf-E ARGON Frame Options: * 3 1/4" WIDE FRME RIP FIN Hardware Opts: CAM LOCK Location: REAR Nfrc Data: PB.U-VALUE=0.31 PB.SHGC=0.32 PB.VLT=0.6 106.30 106.30 Window Sizing: NFD M. 1--52 Bid By: Ver: 7.01.0068 Page 4 of 6 Bid Dated: 8/18/2010 NET WIDTH=52 NET HEIGHT=24.5 Operation: X0 Color: WHT Glass Options: SB60LOW-E ARGON Frame Options: * 3 1/4" WIDE FRAIE RIP FIN Hardware Opts: CAM LOCK Location: REAR Nfrc Data PB.U-VALUE=031 PB.SHGC=0.32 PB.VLT=0.6 Bid By: Ver: 7.01.0068 Page 4 of 6 Bid Dated: 8/18/2010 WESTERN PACIFIC BLDG MATERIALS QUOTE - QT000076 Bid For: - Job Name CHRIS CLAYPOOL 4520 CARR STREET Line Qty Description Each To#a3 12 1 9100- SLIDER 106.30 106.30 i 13 Iii Window Sizing: NFD LA Sew yw 9 1 9130 -XOX SLIDER 14 1 9011- PICTURE i - -28.5 — --j Bid By: Ver: 7.01.0068 260.60 Window Sizing: NET WIDTH =52 NET HEIGHT =25 Operation: XO Color: WHT Glass Options: SB60 LOW -E Glass Options: ARGON Frame Options: ` 3 1/4" WIDE FRME Frame Options: RIP FIN Hardware Opts: CAM LOCK Location: GARAGE Nfrc Data: PB.U- VALUE= Nfrc Data PB.SHGC= 0.32 PB.VLT=0.6 LA Sew yw 9 1 9130 -XOX SLIDER 14 1 9011- PICTURE i - -28.5 — --j Bid By: Ver: 7.01.0068 260.60 Window Sizing: NFD NET WIDTH =100 Color: NET HEIGHT =49 Operation: XOX Color: WHT Glass Options: SB60 LOW -E Frame Options: ARGON Frame Options: s 3 1/4" WIDE FRME Nfrc Data: RIP FIN Hardware Opts: CAM LOCK Location: DOWNSTAIRS FRON Nfrc Data PB.U- VALUE=0.31 PB.SHGC=0.32 PB.VLT=0.6 92.87 Window Sizing: NFD Page 5 of 6 t � 260.60 92.87 Bid Dated: 8/1812010 NET WIDTH =28.5 NET HEIGHT =35 Color: WHT Glass Options: SB60LOW -F TEMPER ALL GLASS ARGON Frame Options: r 3 1/4" WIDE FRME Location: LOWER LEVELIG Nfrc Data: PB.U- VALUE =0.28 PB.SHGC =0.35 PB.VLT=0.65 Page 5 of 6 t � 260.60 92.87 Bid Dated: 8/1812010 ` WESTERN PACIFIC BLDG MATERIALS Bid For. Job Name CHRIS CLAYPOOL 4520 CARR STREET 15 "CsCrIPuuH 9011-PICTURE I IT Window Sizing: NFD NET WIDTH=28.5 NET BEIGHT=35.75 Color: WRT Glass Options: SB60 LOW-E TEWER ALL GLASS ARGON Frame Options: * 3 1/4" WIDE FRMF Location: LOWER LEVEL IG Nfrc Data:. PB.U-VALUE=0.28 P&SHGC 35 PB.VLT=0.65 92.87 92.97 L I Total Material + Labor + Delivery + 4.1% Tax: Sub Total - --- ------ ---- --- --- 1,930.39 0.00 0.00 79.15 2,009.54 Less Deposit 0.00 Balance Due: $2,009.54 Bid By: Ver: 7.01.0068 Page 6of6 Bid Dated: 8/18/2010 QUOTE - QT000076 TOW WESTERN PACIFIC BLDG MATERIALS mommm 4795LEYDENST Western Pa cific DENVER, CO 80216 -3301 Building Materials � Phone 303 - 394 -2301 a T " 's Fax 303 - 394 -3312 QUOTE - QT000077 Job Name: 4520 CARR STREET SUNROOM OPTION Bid For: (Business Address) - Shin To Address: CHRIS CLAYPOOL Line Qty Description Each Total .__.....,. _ _.._ ._.-- _.__._r ._..�_.,,.w_ ...,__..._ _ ___.. _...._._...__.�_,__..._._._... 1 3 9100 -SLIDER 155.66 466.98 Window Sizing: NFD NET WIDTH =70 9H 75 NET HEIGHT =46.75 Operation: X _75 Color: W WHT Glass Options: S SB60LOW -E v �\ ARGON Frame Options: x a Data PB U VALUES 31 - PB.SHGC =0.32 PB.VLT==0.6 2 1 9011 - PICTURE UNIT 4( .25 1--1$-25 --4 Bid By: Ver: 7.01.0068 60.69 60.69 Window Sizing: NFD NET WIDTH =18.25 NET HEIGHT =4625 Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: ° 3 1/4" WIDE FRME RIP FIN Location: SUNROOM Nfrc Data: PB.U- VALUE=0.28 PB.SHGC 0.35 - PB.VLT=0.65 Page I of 2. Bid Dated: 8/1812010 NET HEIGHT =46.75 Operation: X XO Color: W WHT Glass Options: S SB60LOW -E v �\ ARGON Frame Options: x x 3 1/4" WIDE FRME RIP FIN Hardware Opts: C CAM LOCK Location: S SUNROOM Nfrc a - PB.SHGC =0.32 PB.VLT==0.6 2 1 9011 - PICTURE UNIT 4( .25 1--1$-25 --4 Bid By: Ver: 7.01.0068 60.69 60.69 Window Sizing: NFD NET WIDTH =18.25 NET HEIGHT =4625 Color: WHT Glass Options: SB60 LOW -E ARGON Frame Options: ° 3 1/4" WIDE FRME RIP FIN Location: SUNROOM Nfrc Data: PB.U- VALUE=0.28 PB.SHGC 0.35 - PB.VLT=0.65 Page I of 2. Bid Dated: 8/1812010 Page I of 2. Bid Dated: 8/1812010 'WESTERN PACIFIC BLDG MATERIALS QUOTE - QT000077 Bid For: Job Name CHRIS CLAYPOOL 4520 CARR STREET SUNROOM OPTION Line Qty Desc . ......._....a___. 3 9011-PICTURE UNIT Window Sizing: NFD 4 1 9700-PATIO DOOR IV- Window Sizing: 50610 Operation: NET "DTH=49.75 Color: NET HEIGHT=46.25 Color: WITT Glass Options; SB60 LOW-E ARGON Frame Options: * 3 114" WIDE FRME Location: RIP FIN Location: SUNROOM Nfrc Data PB.U-VALUE =0.28 PB.STIGC=0.35 PB.VLT=0.65 Window Sizing: 50610 Operation: X0 Color: WHT Glass Options: LT A ARGON Frame Options: * STD NAIL FIN Location: SUNROOM Misc. Options: EQS Nfirc Data- Pl3.U-VALUE=0.29 PB.SHGC=0.32 PB.VLT=0.6 Sw" oradkov 384.46 384.46 Total Material + Labor + Delivery + 4.1% Tax: Sub Total 1,010.53 0.00 0.00 41.44 1,051.97 Less Deposit 0.00 Balance Due: $1,051.97 Bid By: Ver: 7.010068 Page 2 of 2 Bid Dated: 8/18/2010 Mm Total 98.40 JA., A04, " V, City of Wheat Ridge _ Residential Demoliti PERMIT - 102620 PERMIT NO: 102620 ISSUED: 11/23/2010 JOB ADDRESS: 3845 DUDLEY ST EXPIRES: 11/23/2011 DESCRIPTION: Demo exterior brick veneer at addition /remodel area * ** CONTACTS * ** owner 303/424 -2684 Barb Sileo go 303/697 -5657 Snow Wolf Const. 10 -0337 Snow Wolf Const. Mgmt., LLC ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 100.00 FEES Demolition Fee 50.00 ?� Total Valuation .00 ** TOTAL ** 50.00 Conditions: Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Sf gnat*cf of r OWNER or CONTRACTOR )(Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit far, 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 of Building Offical Date INSP TION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQU STS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. fi t its ui 4 Plan # Building & Inspection Services Division t�arr it # 7500 W. 29 Ave., Wheat Ridge, CO 80033 __ �_�__��` • _J Office: 303- 235 -2855 " Fax: 303- 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Property - V�Iclress: t 'Y-1 �JIoL• L Property Owner (please print): I Lt y Phone: Zt,? q Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: 1 e C ? 7 nhnne ' °I 7< S 4 F7 Oyu ivanxiaturs; Electrical: Plumbing: Mechanical: City License # City License # City License # gescriatian of yaa5r? 17 Contract Value: R eview Pee (due . at time of submittal): Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit . application are accurate and do not violate . applicable ordinances, rules or regulations of the City. of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLEONE: (OWNER) (CONTRACTOR or (AOTHORWEDREPRESENTATIVE) of (OWNER) (CONTRACTOR). PRINT NAME: `� d SIGNATURE: - DATE: r � � ' z r�]CflAR7�1fE�17 USt Q ` ZONING CY)t.1W�yTS ' c 7' a � r� i r � ✓ r � � � mss'. � t a �t �> z �r x" z ':," � F r ✓ i �. ✓- i� ate' �� . r a f✓ r ,> � '�eYle1`AteR rw'�r s' �' � i x .✓ C 1 ) i-: x �� ��.� c ���s� r � ���1 j„„�., -gar w �,,^ "✓gr � c ; �ci - n � f �✓ S � // .,� f✓ .. r ✓,:� J � n fi1�.,�,.�r�..`a �,�� t '+��'` -i � F % a BUILD]NG DEQAR'�'ENT GOMF}I`INT��,. > ✓' ;" � ���� t "a > `� � 4 i ✓✓ �� r . � ✓r Y L2eY ewer rn � s s f P ✓ v e ` �� m9 " �J 7� � i F✓i ; �' vj^ e� '�ry✓ir,9 c n ' ^Y ���t �� 17� ✓ �Y� ?r , M�%��a� h� r y ✓e F PUBLIC �' `��� c� ✓� '✓ ✓ r r� � r ,,, ✓y.t ✓ -'✓.may rt'n ��"✓� ` /�°�pCGtIP�"NGY �IRE,9EPAtinjAEN )• Cl- approvetl Wl eOnlm$PtS � d(sapprOJed 'Cl xfO mYtewzreq�tred 61dg Valuation $ INSPECTION RECORD Occupancv/Tvpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPgPTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons nical Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic g Final k 0 ��+p -�® Weatherproof/ French Drain partment Sewer Service Lines & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS FINAL INSPECTIONS. & Landscaping E: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A IFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Water Service Lines POUR NO CONCRET UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw UI;GUIJANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER al ng nical g Final k 0 ��+p -�® .� partment & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS FINAL INSPECTIONS. & Landscaping E: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A IFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. UI;GUIJANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DOUGLASS ENGINEERING CIVIL/ LAND DEVELOPMENT 15153 WEST 32NDDRIVE, GOLDEN, COLORADO 80401 (303) 421 - 4165 August 18, 2010 City of Wheat Ridge PW / Engineering Division 7500 W. 29th Ave. Wheat Ridge, Colorado 80033 RE: - ASBUILT Certification for "Modular Block / Geogrid Reinforced Wall 3845 Dudley Street p,41= 1 -6 1 1903 To Whom It May Concern: I, Glenn M. Douglass, a Registered Professional Engineer in the State of Colorado, do hereby certify that I have inspected the above referenced modular block wall during construction and observed that all work was performed in accordance with the wall designs prepared by and specified by this firm. Installation of geogrid reinforcement in the wall and drainage system was inspected and observed for conformance with design specifications. It is my professional opinion, based on my experience with modular block wall construction methodology, that the completed wail is satisfactory in terms of structural stability for site conditions and loading. In summary, I certify that the wall constructed by New Creations Hardscapes was completed in accordance with the intent of the plans and in compliance with the specifications. cc: Mr. Jason Lee New Creations Hardscapes, LLC 6242 West 70th Avenue Arvada, CO 80003 Sincerely Yours, i. ♦ 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: _9/ ..l 4� Job Address: 10� .Davl lei S'T Permit Number: lee /76?? ' ❑ No one available for inspection: Time � 2 :.;5 AM/ Re- Inspection required: Yes Va 'When corrections have been made, call for re- inspection at 303 -234 -5933 Date: F/ ?0 f0 Inspector: DO NOT REMOV T�NOTICE i ' City of Wheat Ridge .� Residential Miscella PERMIT - 101903 PERMIT NO: 101903 ISSUED: 08/04/2010 JOB ADDRESS: 3845 DUDLEY ST EXPIRES: 08/04/2011 DESCRIPTION: Install modular black retaining wall * ** CONTACTS * ** owner 303/918 -5022 Jim Sileo GC 303/674 -0888 Stephen Crook 10 -0234 Far Star Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 9,000.00 FEES Permit Fee 217.50 Plan Review Fee 141.3 Total Valuation .00 Use Tax 162.00 ,f,gpry ** TOTAL ** 520.88 CDk =L Conditions: SS: Note: Owner /Contractor is responsible for locating proeprty lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. KC: Approved per plans and notes. Must comply with 2006 IRC and any applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. 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 measureme shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applica o and hat I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appli ble Whe Ridge Ordinances, for work under this permit. Plans subject to field inspection. rb-10 Signatur o co ractor /owner date I 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the Star of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable Ord shoes of the City. 2. Thi permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration da e. 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 ch nges have been or will be made in the original plans and specifications and any suspension or abandonment has not exc ded 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 revie)n isApbject to field inspections. Official 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. Gt f ty p DateW F361 0 , OMMUNrry DEVELOPMENT Ptan # l t `(aqff Building & Inspection Services Division Permit # 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application l?ropertgndcl "r'sss:; 3`�q--S "D JD Ix"� -� _5����'r Property Owner (please print) �'(>4 S I Lzz:) Phone:?jp3— 6 118 — C/D'li Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: Phone: 303 — ( o74- - DS 8 25 Stib;Corlt'ractois% Electrical: Plumbing: Mechanical: City License # City License# City License # bescr�)ptlori:�ofi'avow�c � Mo�utJ�,fL P,�� [2t� w �.. W f 6jVD4(u9) Contract Valuer Revie Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full .responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; than am the legal owner or have been authorized by the legal owner of the property to perform the described work - and am also authorized by the legal owner of any entity included on this application to list that entity . on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or. (AUTHORIZED REPRESS ATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: � j (a,$o.J ! y.. SIGNATURE: / DATE: Bldg Valuation: Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. MODULAR BLOCK/ GEOGRID REINFORCED RETAINING WALL DETAIL & DESIGN CALCS FOR 3845 DUDLEY STREET WHEAT RIDGE, COLORADO 80033 F. c °i ■ao prepared for: NEW CREATION HARDSCAPES Wh�iat R!d� B4ildatg Department' 6242 West 70th Avenue 1�1»tI@d Arvada, Colorado 80003 . ' '� /� ice, _ BUILDING FICIA ' ATE , Vali'd'ly of permit: The t$Wmce of a permitorapproIval of plans, specifications = a dOMputations shall not be apermit for,, oranapptoval of, anyviolaGOn to" 'any of the provisions of the building erode or.of any City ordinances. prepared by: Peim(ts presuming to give authority to violate or cancel .the provisions of the, bwld( nycodesor other ordinances of the City shall notbevald, "" DOUGLASS ENGINEERING 15153 W. 32nd Drive Golden, CO 80401 (303) 421 -4165 JULY 2010 APPROVED Subject to f=ield Inspections Wheat Ridge Building Deot. Signed ✓.: ...Plan Checker S I L_FO F2E S r'i ENS WG�i skk �z 36y$ ��dle Spree{ F�qF'— wti��,- R,dye , co evo33 1��" o® Em V G I r 7s7 s z - LIN£'Prk r88fT - 160 a , A f DA TE: GZ/ 3a t D --- z - / �� p COMMENTS: i r program: AnchorWall Licensed to: Glenn Douglass Douglass Engineering 15153 West 32nd Drive Golden, Colorado 80401 (303) 421 -4165 Copyright (c) Bathurst, Jarrett and Associates, Inc. PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE Date: 07 -26 -2010 OWNER: BARBARA & JAMES SILEO Time: 10:39:52 CLIENT: NEW CREATIONS HARDSCAPES No: 4 Prepared by: G. M. DOr:e3LASS, P.E. Section: 6 FT. FILL EXPOSED FACE Wall Height: 6.00 (ft) Facing Type: Vertica Wall Batter: 4.0 degrees Reinforcement: unidentified Backslope Angle: Surcharge Pressure: Number of Facing Units: Module Width: Module Height: Number Reinforcement Layers: Base Reinforcement Length: Wall Embedment Depth: 10.0 degrees 100 (lbs /sgft) 9 12 (in) 8 (in) 3 3.3 (ft) 0.5 (ft) Soil_ Description and Properties: Infill Soil: Silty- Loamy soil, poorly graded loamy- sand -silt mix Retained Soil: Silty -Loamy soil, poorly graded loamy - sand -silt mix Found'n Soil: Silty -Loamy soil, poorly graded loamy- sand -silt mix Infill Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Retained Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /tuft) Found'n Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Infill Soil- Facing friction angle = 20.0 degrees (lbs /sgft) Coulomb Earth Pressure C.?efficient(Internal Infill Soil- Backfill friction angle = 30.0 degrees Total Horiz Active EartZi Force (Internal Stability): Summary of Stability Calculations: (NCMA Method) Coulomb Earth Pressure Coefficient(External Stability): 0.307 Total Horiz Active Earth Force (External Stability): 884 (lbs /ft) Factor of Safety against SLIDING: 1.63 Factor of Safety against OVERTURNING: 2.24 Factor of Safety against BEARING CAPACITY FAILURE: 3.73 Maximum Bearing Pressure acting on foundation: 1178 (lbs /sgft) Coulomb Earth Pressure C.?efficient(Internal Stability): 0.307 Total Horiz Active EartZi Force (Internal Stability): 840;(lbs /ft) Minimum Factor of Safety against REINF OVER - TENSIONING: 1.31 in layer 1 Minimum Factor of Safety against REINFORCEMENT PULLOUT: 1.51 in layer 3 page 1 of 4 License No.:oAW950331 -25 PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE Date: 07 -26 -2010 OWNER: BARBARA & JAMES SILEO Time: 10:39:52 CLIENT: NEW CREATIONS HARDSCAPES No: 4 Prepared by: G. M. DOUGLASS, P.E. Section: 6 FT. FILL EXPOSED FACE Summary of Reinforcement Layout and Capacities: (NCMA Method) Number of Reinforcement Layers 3 applied tensile vertical anchorage pullout layer elev. length loe %i F.S. over- stress length capacity F.S. no. (ft) (ft) (lbs /ft) tensioning (lbs /sgft) (ft) (lbs /ft) pullout 3 4.67 5.3 133 5.30 248 1.0 201 1.51 2 3.33 4.3 170 4.13 392 1.0 317 1.86 bottom 2.00 4.3 537 1.31 545 1.9 821 1.53 page 2 of 4 License No.: AW950331 -25 V PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE OWNER: BARBARA & JAMES SILEO CLIENT: NEW CREATIONS HARDSCAPES Prepared by: G. M. DOUGLASS, P.E. Section: 6 FT. FILL EXPOSED FACE SUMMARY of DEFAULT VALUES used in ANALYSIS COMPARISON of DEFAULT VALUES with NCMA recommendations Date: 07 -26 -2010 Time: 10:39:52 No: 4 Current Value Satisfy Reinforcement Data: (User- defined) NCMA ? Reinforcement Name: unidentified (ASTM 4595) Wide Width Tensile Strength: 2090 (lbs /ft) Creep Partial Factor: 1.54 Installation Damage Factor: 1.10 Chemical /Biological Degradation Factor: 1.17 Long -Term Allowable Strength (GRI GG4): 1055 (lbs /ft) Material Uncertainties Factor: 1.50 Long -Term Design Strength: 703 (lbs /ft) Default Values for External Stability: FOS against Base Sliding: 1.50 FOS against Overturning about Toe: 2.00 FOS against Bearing Capacity Failure: 2.00 Default Values for Internal Stability: FOS against Over - tensioning: 1.00 FOS against Pullout: 1.50 Coefficient of Interaction: 0.70 Minimum Anchorage Length: 1.00 (ft) Maximum Reinfcr.,aement Spacing: 2.00 (ft) Miscellaneous Default Values: Wall Embedment Depth: 0.50 (ft) Base reinforcement length: 3.25 (ft) Base reinforcement length /wall height: 0.54 Note: NCMA quidelines assume a granular backfill for the reinforced soil zone. YES (if test data) YES (if test data) YES ( >1.05) YES (2:1.10) YES (GRI GG4) YES (>1.50) YES (if test data) YES (?1.50) YES ( >_2.00) YES (?2.00) YES (?1.00) YES ( >_1.50) YES (if test data) YES YES (FHWA) YES YES YES (L /H > 0.5) page 3 of 4 License No.: AW950331 -25 S program: AnchorWall Licensed to: Glenn Douglass Douglass Engineering 15153 West 32nd Drive Golden, Colorado 80401 (303) 421 -4165 Copyright (c) Bathurst, Jarrett and Associates, Inc. PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE Date: 07 -26 -2010 OWNER: BARBARA & JAMES SILEO Time: 10:43:53 CLIENT: NEW CREATIONS HARDSCAPES No: 7 Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FILL EXPOSED FACE Wall Height: 4.67 (f) Facing Type: Vertica Wall Batter: 4.0 degrees Reinforcement: unidentified Backslope Angle: Surcharge Pressure: Number of Facing Units: Module Width: Module Height: Number Reinforcement Layers: Base Reinforcement Length: Wall Embedment Depth: 10.0 degrees 100 (lbs /sgft) 7 12 (in) 8 (in) 2 2.6 (ft) 0.5 (ft) Soil Description and Properties: Infill Soil: Silty -Loamy soil, poorly graded loamy- sand -silt mix 560 Retained Soil: Silty -Loamy soil, poorly graded loamy- sand -silt mix Factor of Safety against Found'n Soil: Silty -Loamy soil, poorly graded loamy -sand -silt mix 4.07 Infill Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Retained Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Found'n Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Infill Soil- Facing friction angle = 20.0 degrees Infill Soil - Backfill friction angle = 30.0 degrees Summary of Stability Calculations: (NCMA Method) Coulomb Earth Pressure Coefficient(External Stability): 0.307 Total Horiz Active Earth Force (External Stability): 560 (lbs /ft) Factor of Safety against SLIDING: 1.58 Factor of Safety against OVERTURNING: 2.18 Factor of Safety against BEARING CAPACITY FAILURE: 4.07 Maximum Bearing Pressure acting on foundation: 920 (lbs /sqft) Coulomb Earth Pressure Coefficient(Internal Stability): 0.307 Total Horiz Active Earth Force (Internal Stability): 539 (lbs /ft) Minimum Factor of Safety against REINF OVER- TENSIONING: 1.73 in layer 1 Minimum Factor of Safet against REINFORCEMENT PULLOUT: 1.68 in layer 1 page 1 of 4 License No.: AW950331 -25 PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE OWNER: BARBARA & JAMES SILEO CLIENT: NEW CREATIONS HARDSCAPES Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FILL EXPOSED FACE Date: 07 -26 -2010 Time: 10:43:53 No: 7 Summary of Reinforcement Layout and Capacities: (NCMA Method) Number of Reinforcement Layers: 2 applied tensile vertical anchorage pullout layer elev. length load F.S. over- stress length capacity F.S. no. (ft) (ft) (lbs /ft) tensioning (lbs /sgft) (ft) (lbs /ft) pullout 2 3.33 4.6 133 5.30 230 1.2 231 1.74 bottom 2.00 4.6 406 1.73 384 2.2 683 1.68 page 2 of 4 License No.: AW950331 -25 7 PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE OWNER: BARBARA & JAMES SILEO CLIENT: NEW CREATIONS HARDSCAPES Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FILL EXPOSED FACE Date: 07 -26 -2010 Time: 10:43:53 No: 7 SUMMARY of DEFAULT VALUES used in ANALYSIS COMPARISON of DEFAULT VALUES with NCMA recommendations Current Value Reinforcement Data: (User - defined) Reinforcement Name: unidentified (ASTM 4595) Wide Width (ensile Strength: 2090 (lbs /ft) Creep Partial Factor: 1.54 Installaticn Damage Factor: 1.10 Chemical /Biological Degradation Factor: 1.17 Long -Term Allowable Strength (GRI GG4): 1055 (lbs /ft) Material Uncertainties Factor: 1.50 Long -Term Design Strength: 703 (lbs /ft) Default Values for External Stability: FOS against Base Sliding: 1.50 FOS against Overturning about Toe: 2.00 FOS against Bearing Capacity Failure: 2.00 Default Values for Internal Stability: Satisfy NCMA ? YES (if test data) YES (if test data) YES (> -1.05) YES ( >1.10) YES (GRI GG4) YES ( >1.50) YES (if test data) YES ( 2!1.50) YES ( >2.00) YES (> -2.00) FOS against Over - tensioning: 1.00 YES ( >1.00) FOS against Pullout: 1.50 YES ( >1.50) Coefficient of Interaction: 0.70 YES (if test data) Minimum Anchorage Length: 1.00 (ft) YES Maximum Reinforcement Spacing: 2.00 '(ft) YES (FHWA) Miscellaneous Default Values: Wall Embedment Depth: 0,50 (ft) YES Base reinforcement length: 2.58 (ft) YES Base reinforcement length /wall height: 0.55 YES (L /H > 0.5) Note: NCMA quidelines assume a granular backfill for the reinforced soil zone. page 3 of 4 License No.: AW950331 -25 Eli program: AnchorWall Licensed to: Glenn Douglass Douglass Engineering 15153 West 32nd Drive Golden, Colorado 804.01 (303) 421 -4165 Copyright (c) Bathurst, Jarrett and Associates, Inc. PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE Date: 07 -26 -2010 OWNER: BARBARA & JAMES SILEO Time: 11:03:54 CLIENT: NEW CREATIONS HARDSCAPES No: 10 Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FII EXPOSED FACE Wall Height: 3.33 (ft) Facing Type: Vertica Wall Batter: 4.0 degrees Reinforcement: unidentified Soil Description and Properties: Backslope Angle: 10.0 degrees Surcharge Pressure: 75 (lbs /sgft) Number of Facing Units: 5 Module Width: 12 (in) Modul( Height: 8 (in) Number Reinforcement Layers: 1 Base Reinforcement Length: 1.9 (ft) Wall Embedment Depth: 0.5 (ft) Infill Soil: Silty -Loamy soil, poorly graded loamy- sand -silt mix Retained Soil: Silty -Loamy soil, poorly graded loamy -'sand -silt mix Found'n Soil: Silty -Loamy soil, poorly graded loamy- sand -silt mix Infill Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Retained Soil: friction angle = 30.0 degrees, bulk unit weight = 125 (lbs /cuft) Found'n Soil: friction angle = 30.0 degrees, bulk unit weight= 125 (lbs /cuft) Infill Soil- Facing friction angle = 20.0 degrees Infill Soil - Backfill friction angle = 30.0 degrees Summary of Stability Calculations: (NCMA Method) Coulomb Earth Pressure Coefficient(External Stability): Total Horiz Active Earth Force (External Stability): Factor of Safety against SLIDING: Factor of Safety against OVERTURNING: Factor of Safety against BEARING CAPACITY FAILURE: Maximum Bearing Pressure acting on foundation: Coulomb Earth Pressure Cr;efficient(Internal Stability): Total Horiz Active Earth ":Force (Internal Stability): Minimum Factor of Safety against REINF OVER - TENSIONING: Minimum Factor of Safety against REINFORCEMENT PULLOUT: 0.307 283 (lbs /ft) 1.64 2.35. 5.06 620 (lbs /sgft) 0.307 278 (lbs /ft) 2.53 in layer 1 1.64 in layer 1 page 1 of 4 License No.:,AW950331 -25 /b PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE Date: 07 -26 -2010 OWNER: BARBARA & JAMES SILEO Time: 11:03:54 CLIENT: NEW CREATIONS HARDSCAPES No: 10 Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FILL EXPOSED FACE Summary of Reinforcement Layout and Capacities: (NCMA Method) Number of Reinforcement Layers: 1 applied tensile vertical anchorage pullout layer elev. length load F.S. over- stress length capacity F.S. no. (ft) (ft) (lbs /ft) tensioning (lbs /sgft) (ft) (lbs /ft) pullout 1 2.00 4.9 278 2.53 224 2.5 457 1.64 page 2 of 4 License No.: AW950331 -25 /b PROJECT: 3845 DUDLEY STREET, WHEAT RIDGE OWNER: BARBARA & JAMES SILEO CLIENT: NEW CREATIONS HARDSCAPES Prepared by: G. M. DOUGLASS, P.E. Section: 4 FT. FILL EXPOSED FACE SUMMARY of DEFAULT VALUES used in ANALYSIS COMPARISON of DEFAULT VALUES with NCMA recommendations Current Value Reinforcement Data: (User - defined) Reinforcement Name: unidentified (ASTM 4595) Wide Width Tensile Strength: 2090 (lbs /ft) Creep Partial Factor: 1.54 Installation Damage Factor: 1.10 Chemical /Biological Degradation Factor: 1.17 Long -Term Allowable Strength (GRI GG4): 1055 (lbs /ft) Material Uncertainties Factor: 1.50 Long -Term Design Strength: 703 (lbs /ft) Default Values for External Stability: ' FOS against Base Sliding: 1.50 FOS against Overturning about Toe: 2.00 FOS against Bearing Capacity Failure: 2.00 Default Values for Internal Stability: FOS against Over - tensioning: 1.00 FOS against Pullout: 1.50 Coefficient of Interaction: 0.70 Minimum Anchorage Length: 1.00 (ft) Maximum Reinforcement Spacing: 2.00 (ft) Miscellaneous Default Values: Wall Embedment Depth: 0.50 (ft) Base reinforcement length: 1.91 (ft) Base reinforcement length /wall height: 0.58 Note: NCMA quidelines assume a granular backfill for the reinforced soil zone. Date: 07 -26 -2010 Time: 11:03:54 No: 10 Satisfy NCMA ? YES (if test data) YES (if test data) YES (21.05) YES ( YES (GRI GG4) YES ( 2 _1.50) YES (if test data) YES ( 2 -1.50) YES (2_2.00) YES ( YES ( 2 _1.00) YES ( 2 _1.50) YES (if test data) YES YES (FHWA) YES YES YES (L /H > 0.5) page 3 of 4 License No.: AW950331 -25 iO MODULAR GEOGRID REINFORCED RETAINING WALL DESIGN WALL TYPE SECTION C -C NOTES: ' 1. GEOGRID REINFORCEMENT TO BE MIRAFI 5XT OR APPVD, EQUAL. 2. COMPACT SOILS TO 95% STD. PROCTOR (ASTM D - 698) FINISH GRADE 3, MAXIMUM 12 INCH LIFTS WHEN COMPACTING SOIL BACKFILL. CAP BLOCK 4 SOIL PARAMETERS ' PHI ANGLE 300 DEC. DENSITY- 125 PCF MAX WALL HEIGHT 70 /:FT 5 ''CONTACT. :'.ENGINEER PRIOR TO PLACEMENTOF FAG.:" ON SUBGRADE: FOR ,SOIL /'SUBGRAD,E. :INSPECTION. J 6. PERFORATED DRAIN TILE TO GRAVITY DRAIN THROUGH WALL O 1 AT INTERVALS NOT TO EXCEED 25 LINEAL FEET OF WALL. ANCHOR OR ALLEN _ 12 INCHES OF FREE Q 7. USE ONLY CLEAN NATIVE GRANULAR SOILS BLOCK � ' DRAINING AGGREGATE Q' FOR BACKFILL. MATERIAL SIZED 2" OR LARGER SHALL NOT "`f U w BE =-%CED DIRECTLY ON TOP OF GEOGRID REINFORCEMENT LAYERS. , 3rd Layer = 5.3' ®Q ®vrt� fish 1�/<'. /�Tti.4z /�v�LTs ®rzi �Q � �✓ l� G.2.� /✓1/z('p ��'' i t ©.a � �oa2 �c��i�� f1- -la � R —l3 P D REINFORCEMENT LENGTH � ' 5.75' to 6' Max. 7 1 2nd Layer = 4.3' FINISHED GEOSYNTHETIC REINFORCEMENT d GRADE DRAIN TILE (EL. VARIES) y' 2.0' \ f 1 st Layer = 4.3' �� i 1.5 COURSES =III \ \j \ \j \ \j _ _ WALL / / / / / / / // BASE 0.67, APPROVED I�\ 0 0 0 /� /� /� NATIVE SOIL /� /� /� /� Subjed to Field Inspections 6 ,> 6" MINIMUM COMPACTED GRANULAR BASE Wheat Ridge Building Dept. >> 2' -0» LEVELING PAD Signed ....Plan Checker 6' MAX. HT. FILL SECTION , FOR WALLS BETWEEN 5.75 TO 6 FEET PREPARED BY DOUGLASS ENGINEERING 3 LAYERS GEOGRID ( MIRAGRID 5XT OR APPRVD. EQUAL) 15153 .WEST 32ND DRIVE -. GOLDEN, COLORADO 80401 ' (303) 421 -4165 . MODULAR REINFORCED RETAINING WALLS 3845 DUDLEY STREET REV. DATE: 7 -26 -10 SHEET: 3 OF 3 MODULAR GEOGRID REINFORCED RETAINING WALL DESIGN WALL TYPE SECTION B -B NOTES1 / 1. GEOGRID REINFORCEMENT TO BE MIRAFI 5XT OR APPVD, EQUAL. 2, COMPACT SOILS TO 957 STD. PROCTOR (ASTM D - 698) FINISH GRADE 3. MAXIMUM 12 INCH LIFTS WHEN COMPACTING SOIL BACKFILL. CAP BLOCK 4. SOIL PARAMETERS: PHI ANGLE 300 DEG. DENSITY 125 PCF MAX WALL HEIGHT 4.5 FT j 5 CONTACT ENGINEER. PRIOR T,0 PLA,CEMENTOF WALL .FTG,' „ `z ❑N,�SUBGRADE FIIR,SOIL/ SUBGRQDE INSPECTIpN . v 6. PERFORATED DRAIN TILE TO GRAVITY DRAIN THE.u'UGH WALL AT INTERVALS NOT TO EXCEED 25 LINEAL FEET OF WALL. ANCHOR OR ALLEN 12 INCHES OF FREE 7. USE ONLY CLEAN NATIVE GRANULAR SOILS BLOCK DRAINING AGGREGATE FOR BACKFILL. MATERIAL SIZED 2" OR LARGER SHALL NOT 8 ! / BE PLACED DIRECTLY ON TOP OF GEOGRID REINFORCEMENT LAYERS. 7 4.5' to 5.75' Max. l I 2nd Layer = 4.6' / GEOSYNTHETIC REINFORCEMENT / � REINFORCEMENT LENGTH FINISHED 1 st Layer = 4.6' / 2.67' GRADE a 4" DIA. DRAIN TILE (EL. VARIES) 16' 1 COURSE =III �j - WALL BASE APPROVED NATIVE SOIL Subject to FmIld Inspections 1 -ills 6 6" MINIMUM COMPACTED GRANULAR BASE Wheat Ridge Building Dept. Date. 'J?Cls� LEVELING PAD 2' -0 Sig ' ,. ........Pan Checker 5.75' MAX. HT. FILL SECTION PREPARED BY FOR WALLS BETWEEN 4.5 TO 5.75 FEET DOUGLASS ENGINEERING 2 LAYERS GEOGRID ('MIRAGRID 5XT OR APPRVD. W 32ND DRIVE EQUAL) G COLORA 50401 (303) 421 -4165 MODULAR REINFORCED RETAINING WALLS 3845 DUDLEY STREET REV. DATE: 7 -26 -10 SHEET: 2 OF 3 MODULAR GEOGRID REINFORCED RETAINING WALL DESIGN NOTES+ CAP BLOCK ANCHOR OR ALLEN — BLOCK 3.5' to 4.5' Max. 7 o f FINISHED GRADE 1 COURSE T I I FINISH GRADE Z O/ ti j t� 12 INCHES OF FREE / `" DRAINING AGGREGATE / LL 0 I ej 1st Layer = 5' / GEOSYNTHETIC REINFORCEMENT REINFORCEMENT LENGTH — . / d ' 4" DIA. DRAIN TILE (EL. VARIES) D. WALL BASE / / \ / / \ / % \ / % \ /� \ /� \ \ //\ NATIVE SOIL — WALL TYPE SECTION A -A 1. GEOGRID REINFORCEMENT TO BE MIRAFI 5XT OR APPVD, EQUAL. 2. COMPACT SOILS TO 957 STD. PROCTOR (ASTM D - 698) 3, MAXIMUM 12 INCH LIFTS WHEN COMPACTING SOIL BACKFILL, 4. SOIL PARAMETERS: PHI ANGLE= 30.0 DEG. DENSITY= 125 PCF MAX, WALL HEIGHT: 4,5 FT 5 ,,.CONTACT FNG:TNFFR 'h PI.A17PMPWIT -n17 L/Ai I =F7,'ir =. 6. PERFORATED DRAIN TILE TO GRAVITY DRAIN THROUGH WALL AT INTERVALS NOT TO EXCEED 25 LINEAL FEET OF WALL, 7. USE ONLY CLEAN NATIVE GRANULAR SOILS FOR BACK IJ MATERIAL SIZED 2 OR LARGER SHALL NOT BE PLACED uIRECTLY ON TOP OF GEOGRID REINFORCEMENT LAYERS, 2.00' 61 6" MINIMUM COMPACTED GRANULAR BASE LEVELING PAD 4.5' MAX. HT. FILL SECTION FOR WALLS BETWEEN 3.5 TO 4.5 FEET APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Signed /....Plan Checker. 1 LAYER GEOGRID ( MIRAGRID 5XT OR APPRVD. EQUAL) PREPARED BY DOUGLASS ENGINEERING .. '.15153 WEST 32ND DRIVE GOLDEN, COLORADO 80401 (303) 421 -4165 MODULAR REINFORCED RETAINING WAUS 3845 DUDLEY STREET REV. DATE: 7 -26 -10 SHEET: 1 OF 3 ''!lIl r!!,\!.P'ffll'1i!l~~~1l~,~,"~""..",lt.,~"(,,",l'IIlll/!4.I"'l'(AI@_,,..._,,,",,,,,",, '" ., ...,.... ~'.W",,(,"' ...~,., ".,.,.,.... .,"......".~.""'.;..]A~~~~~Ul"..J.. ,rill, ".L.I.I rr City of Wheat Ridge Residential Mechanic PERMIT - 070740 PERl":IT NO: JOB ADDRESS: DESCRIPTION: 070740 3845 DUDLEY ST rep. gas crawl space,water ISSUED: EXPIRES: heater w/elec. unit 07/19/2007 01/15/2008 50 gal. - ***, CONTACTS **" 303/757-5661 303/424-2684 720/875-0101 Larry D.. Bell Jim Sileo Richard Stocking 01-7174 Bell Plumbing & Heating gc owner sub 06-0097 1st Electric Contractors """'-, * * PARCEL "INFO ** ZON!;:CODE: UA SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ ** I'EE SUMMARY * * ESTIMATED PROJECT VALUATION: FEES 74.22 .00 28.80 103.02 1,600.00 -' Pe:i:mi t Fee Tot:al Valuation USH Tax ** TOTAL ** Comments: ele,::t:rical must meet 2005 NEC subject.to field inspection 1st Electric must renew license before work is done. I hl;lreby 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 meai!lUrements 8hown, 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 (l.B.C) 'and all other app:Licable eat ai Ordi c s, for work under this permit. Plans subject to field inspection. date 1. "rh permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the i~~ate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable 'I)rdinancee of the Ci ty. 2. 'rhis 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. rf this permit expires" a new permit may be acquired for a fee of one-half the amount normally required, provided no ,::hanges have been or w!ll tie made in the original plans and specifications and any suspension or abandonment has not ,~xceededone (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall ::le paid for a new permi t . 4. ')lo work of any manner shall be done that will change the natural,. flow of water causing a drainage problem. 5. :ontractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive ~itten approval on inspection card before proceeding with successive phases of the job. 6. !'he 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 f the provisions of the building codes or any other ordinance, law, rule or regulation. ~ll plan review is s ield inspections. SigIlature of Chief Buil date INSIPBCTJ:ON RBQUB T LDlB. (303) 234-5933 BUILDING OFFICE: (303) 235-2855 REC:'UESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 x Z l '2- '+ cb:ft Application Number: Date :::C-lk-o""7- , Property Owner. .:s'\ VV\. .:::::, l LP ---<.? 'ro~~A"re" ~~ ~ ~ Contractor Ucense No. · -;r I \ l -.::::: Company. ~~ ,,\U~. '"\€ l Phone. ~ 4Z-'-t ~'-f Phone. ~ "=T5T~ ( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: l beD I hereby certify that the setback distances proposed by thiS permit aopllcation are accurate, p . F and do not violate applicable ordinances. rules or regulations of :ne City of Wheat Ridge or ermlt ee: covenants, easements 01 restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to aOlce oy all conaltions pnnted on this Use Tax: . <!pplication, and that I assume full responsibility for comoliance with tt'le Wheat Ridge BUilding Code (U.8.C.)_~-,,-~1I ather applicable Wheal Ridr-.e \~ma'(\~for work under th::.r;'l'~ Total: (OWNE€~'T~SIGNED~~ ~~ATE~.. Descnption:'2~"", /1>>-.... ..._~ b,S~~2. ~~ ~u.:::.\f'M. 5=<:rA~~ BUILDING DEPARTMENT USE ONLY :mnlni:n;:-Oinmenl.r. Approvab : Zoning: ~tl!!flg'grmmen~ Approval : eIltiUC':WOrks:Comments: - . . ....._~ .. ~.. .' Approval: Occupancy. Walls Roof. Stones' Residential Units: -1 ~~r.ms:~ei:lulfle~'~S Plans Required Mechanical License No. f1- CrY Company. F~~.a:U"'~ -+-~T1~ Expiration Date: Lr-.30-O~ Approval' ~ ~!ilmr\s~inKl<~ Electrical License No : Plumbing License No -I}-lT-4 Company: 1st" ~L-c'~_(C- CompanY~~l~ c+- \;\~\.T1r-!-=~ Expiration Date ,~-::s.o --o'i!; Aporoval E:xpiration Date: i\pproval : 1') 121 13) This permit was Issued In accoraance wIlh the prOVISions set form ,n yopur application ami IS sublec~ to the laws of the State of Colorado and to the Zonmg Regulations and BuilIdlng Code of 'v\tlleat Ridge. COlOradO or any alMr applicable ordinances of the City This permit shall exan! If (Al the work autnonzeo IS not commenced within SIXty (60l days from Issue date or (B1 the building authorized is suspended or abandoned for a penod 01120 days. If thIS permit expln:!S, a new permit may be acaUlrea for a fee of c:':e-nalf the amount normally reqUIred. provided no changes have been or will be made in the ongmal plans ana speClficaoons ana any sUSDenSlon or abandonment nas not exceeded one (1) year. If changes are made or If suspensIon or abandonment exceeds one (1) year. full fees shall be paid for a new permit ' No work of any manner snail be done trlat Will change trle natural flow of water causing a drainage problem. Contractor shall nomly the Building Inspector twenty.four (24) ho:.;rs 111 advance for alllnspectJons ana snail receIve wntten approval on inspection card before proceed ling WIth SlIICIZSSlve pnases of the Job. The issuance of a permit or the aooroval of c1rawmos and soec:f:CJllons shall nol be construed to oe a permIt for, nor an approval of. any VIolation at the proVISions of the building cooes or any atrler oromance. law. rt.;e or regw3t.;;n 14} (5) 161 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 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: 14854 11/27/02 Property Owner: JIM SILEO Property Address: 3845 DUDLEY ST Contractor License No.: 19898 Company: AVI, Inc. Phone: 424-2684 Phone : 296-8551 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 (U.B.C.) and all other applicable Wh t Rid e or' ncas, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE)'-p."7-t72-' Total: $1,400.00 $50.95 $0.00 $16.80 $67.75 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Use: Description: R1R 362 FEET OF GUTTER PLU DOWN SPOUTS BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl.: OKAY Approval: Occupancy: Walls: Roof: Stories: Residential Units: 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 accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new pennit may be acquired for a fee of one-half the amount nonnally 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pannit. (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 proceediing with successive phases of the job. (6) The issuance of nnit or th approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of e i1din or any other ordinance. law. rule or regulation. Chief r DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: i 185,/ Date: JI(Z?/02- APPUC.p\,ID N Property Owner :~'\YY\ ~ Property Address :334-':::; tJ~ 3t- Contractor License No. : ! q 696 Company: i'tU::1::., :L;y(1_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Phone: 303 -'--/;2C.( - 2~o C; Phone: 3:yy;;2!1~ -OC;S-; /</00 I (Iii t hereby certify that the setback distances proposed by this permit application are accurate, cl,nd do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or c:.ovenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a9ree to abide by all conditions printed on this clpplication, and that I assume full res slbility for ompliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab \1,;at Rid ordinances for work under 17/:;.'(;; ~ (OWNER)(CONTRACTOR) SIGN 0 IU I ATE /, Permit Fee: Use Tax: Total: Use: Description: ~ -.12.i.'.1'.rJ. IYL~ (\~.< . 5CPd, T'T~ ~-r&~~ O-~~ ~~ lkl.tt:L BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl.: ~~9~gmm~~ Approval: Zoning: W'.!!!!!l!i_melllQ Approval: eu,~'~~.mIJ~ Approval: Occupancy: Walls: ~ A[2'1pV Roof: Stories: Residential Units: I':iectrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: I~xpiration Date: ,'\pproval : Expiration Date : Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in acc:ordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed IS not commenced within Sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 11 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 anginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. fun fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the B 'Iding Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceediing with successiv ases of the/'ob. _ _ , . 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I './f' , ' ~+'w++- -i---L l----4------ , . i '. :------ f-j- ..: i 1 i i iTI' -;, , T / .~ " " , , , -'---i~ - 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: 14474 9/11/02 Properly Owner: JIM AND BABARA SILEU Properly Address: 3845 DUDLEY ST Contractor License No.: 21392 Company: FRESH AIRE ENTERPRISES, INC. Phone: 424-2684 Phone: 303-456-6754 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax : $10,000.00 $181.25 $0.00 $120.00 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 haw read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge BuDding Gode (U.B.C.) and all other applicable Wheat Ridge ordinan~, r rk . it_} ( Total: (OWNER)(CONTRACTOR) SIGNED . ." DATE )., L-I)I Use: REMOVE PATIO AND REPLACE W/ APP. 350 SQR NEW. NEW DRIVEWAY CNCRETE AND BRICK. $301.25 Description : BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval: Zoning : Building Comments: Approval: BG Public Works Comments: Approval: Occupancy: Walls: SIC: Sq. Fl. : 9/6/02 Roof: Stories: Residential Units : 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 m accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code 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 sixty (60) days from issue date or (8) the building authOlized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one.halfthe 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No wortt 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 inspectiOfls and shalf receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications ahall not be construed to be a permit for, nor an approval of, any violation of the provisions of e bui 9 codes or any other ordinance, law. rule or regulation. 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) APPUctrtON Building Permit Number: ! Ill( 7 0/ . Date: Property Owner: ~IC-> ",) 13u~oFo c;, leu Property AckIress: 5\:;'1\ DuJ Icy Str~el- Wlod y?"l\c ,Lv >;uuYs Contractor license No.: Company: 0-sh A-ll'"C -b2.kr(.)Vluc, p, L OWNBRJCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 5U] -'-I)y )(,\:'1 Phone: 305' '-i 5'66;7~-Y Construction Value: 5./UUOU ""- Permit Fee: Plan Review Fee: TTfi:lp.I"::.y; Total: I heatby certi:tY that the setback. distances proposed by this pemUt application. are accurate" and do not violate applicable ordina.nces. roles or regulations of the city of 'Wheat Ridge or covcnmt.s. easlmwlts or restrictions of record; that all mcas:urcm.oats shown. and allegations made are accurate; that I have read and agree 10. abide by all conditions printed on this applications and thai I assume full responsibility for complWwe with tho Wheat Ridge Bailding Code (U,B.C) and all othor applicable Wheat Ridge ~~' fu :OI!<.c"~this J'CI1it. .' (~IGNEJ) f2zJ::J;;;;)=:!_DAm-2l2.2 is<'lk ~\, ,(""'uvc,/ ~1j r;'pk/(,~,.,} - Description: DfIVt'I^-,CY r-efl'1UU{"'/ L.') /1flr'((/V/1/1!-- -6.,.rr.,.h ''I I.) C.'lf};)!' If C1'lj (c,(re)-t' c-pru../!. v,PP("~ '50 ,~f;- - tVr,^, "",j) b-e cpp/.... U~pl'" IcU) c;;J!-- IV(vu WI II Ioe CU"li'cH: CA-nJ l:Jr,c/::: 'I I/O sJl- -~~:~. ApproVal: . Zoning: R- &iI~: , APP~~al:t.S. C. BUILDING DEPARTMENT USE ONLY ~\\\\J~J ~-\ ~ce' !)ccupancy: Walls: Roof: Stories: <i~/c~ _r4%!MiI_{1l1~R: Approval: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This peanit WIS issued in aceordanco with the provisions set forth in your application and is subject to the aws of the State of ColoMe and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of l:b.o City. (2) This permit shall expire if (A) l:b.o worlc authorized is not cOII1IIlCIlCcd within sixty (60) days from issue da10 or (B) th.c building aul:hw::ized is suspended or ab~an.edfor apcriod of 120 ~. (3) If this permit expires, a new permit may be acquired for a fee of one-haIf the amount nonnally required, provided no changes have been or will be made in tho original plans and specifications and any suspcosion or abandonment has not exceeded 0Il0 (1) yoar. If chacge3 have been or if suspension. or abandonmmt ex:cMds one (1)year, full fees shallbepaidfor ancwp8IIcil (4) No wOIk of any manner.shall be clace that will ~ the natural flow ofwater cmsing a drainage problem. (5) Contractor shallnotify theBuildiog Inspector twenty-four (24) hours in advance for all inspoeti= and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) Tho issuance of a pemrit or tho approval of drawings and specifi.catlODll shall not be construod to be a Pcmllt for, nor an approval of. anyviolati.an ofthc provisions of the building codes or any other ordinance,law, role or r~tion. c~{~~r i I ,. !,' T , I I,' . 'I :4f...,J.l'ho.jSo.- _. Sq:d'rt"!!o$,c .2.ou.2 i. I. I i- no' ,_ _..l__ -_..- - -i - 42 F<S \ DElI"-lC ill l'1\.:..--. I , i . ' , , 3J:,-(L [)vJ~<y_S,,~~, .-t- ' i1,J~, (ll f::()05~:'. :-"2.JiLi ~__" :L~_A T J nL , , I . .... L...,,\<:>l"ye L.:)~(e,'h i . I _ i l) I \'I(',)jI~'1 Ii; t' Aeol(o~er>or"t; , . I i Skllkl.-i I , ,. c V J>IVp0~t'{1 i ! .' <: -' LE0 'SILEO ffifSIDI:.NCfT i "I ,,,%' DvJik, Strr~r ' _kl!h~"'_B,Jd l f9,_ ~~S'013, 'S03~LI?'-I-2~~'-/ . l~:' I ,i ' I i+ -- -! ;~_ .t _q"tt<"1J!'J);__<Z:1+_ot ._1. i II. . ,. . ~ ' :L .1. " I I' ",~- , " IiJhfc' I 31l3;~t-I)~l _1-:- "!. I L , \. ~_.' i~~C. i ! -h j..... 1 ! ,!' J~L~.~. i .1 I 1'-''''' . X' . J~ ""~~"'f :. .' : ~~:;.-.,: \ i J d-: ,-' ~1i' "~(. .-v- i. !. nMCl;i ::~) j- L. ".. I '1. I i T I ,I 'i: --i- '; I I iT i . ,I: "-!'-'--'T i . , .!' I. .! , I '-i' ! :1: .'1' 'T I ,. I ,I '.T II' 1- ' ~- : t' , , ~ .: I I -~,I- -1--- ; I' 'II ',j . i' 1- (', Ii -+, I: I. -j -.L-:..4 O,-"'''~-" ;'+m:l 't('t(J _..S.J,;ALi~i 1""I':;.'0."_m&()R7';~>.~_~ '--t--. I .' -J.,i~ 1- , '.' . , , . ,'PI~(;"~) I~t 1:'...~O.,),;"'J ; j . . I" 1 f/~,~ 14.,.. C"'''''I''''V>,:F.( , ':i.'}(.' "'2.. '.~ L..., ~ , ,I .1.1 ! ._~..'. , ,: -, ,. i "!--- 1 I. ': ,I' . I ..:-T-~-~' .-- f- '. , I ,., , --1-- i I i' :r :i I Tn Ii , -, ---+.:.- ,. 'j '---i.;-" : i--- ! . ---T ~ --~ i I --_.~(;- , , 0' -, i .f- , ,. .; - -~. , . i ...---t;---;--';'..r.~ , ,. ! '" '.::"~~.J.-!- ., :\,1 ! .'. - ! .+'~ --~:l j.." . I ,[:' . -! ' ' .:.- -\:'1 !. ,!'j F-,-,~,~,l~ ! I.; .1 j . , :' , ,--!--- I ,I.' ., L:._, I :1' .-, l "! " , " , , - : I- I , , :...-.!-- ! , i .. ':1 n - i I i - -4-. , : ; , .\ -." , ; ! I i 1 ..'" ,+,: ,. --~.:r:-'.,~_'-'. . : r>~' i L D ,. +..J"'r; r"y-{j,,'1_ fidfiVLc.:...Y 10 , ' . _. ,I i------ .-!_- nr-~nT -: i ' l""'~ i I i ----, --- ,: ~-'-':"-I- I- I !' ...il r 1___..I~_n '. I T I , '.1 ....Q\jDLf~. ~kt:f.f:r:' C"u..u\;:'.9';\.. ,. , I , ~-1 i i i 1 I , , - r.--r-~~' '.j'l l , ..\: ~ ! i .ntlt!A,;<:f""/r'Jf,V:;1:.;~' ..1 &-)1"<)). .! -, ! '~'~l ~<: :~-!~ .' 'II 'j " ~- --, [ ! i :1' i .1 ., 1 ,i . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 12442 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7/11/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3845 DUDLEY ST Contractor License No. : 17174 Company: Bell Plumbing & Heating OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-2684 Phone: 757-5661 (OWNER)(CONTRACTOR) SIGNED DATE Total: $3,000.00 $97.25 $0.00 $45.00 $142.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: INSTALL FURNACE, CENTRAL A1C, AND ELECTRONIC AIR CLEANER BUILDING DEPARTMENT USE ONLY -- Approval: Zoning: -- Approval: SIC: Sq. Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : 17174 Company: Bell Plumbing & Heating Expiration Date: 9/13/01 Approval: OK/KS Expiration Date: Approval: Expiration Date: Approval: l~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insreetor twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the/.Ob. The issuan a permit or he approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of thE! bu. g des ther ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: J1 j9/~ APPL\Cf\TJO N Property Owner: -:f", In 5i leo Property Address: 3 Bl/ f QuA k1 5f-. Contractor License No. : Company: Be II Plu1t\ bJiJJJ-/hc. t;~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: '36'1- tfJ,l./'{}, bBIJ. Phone: 3bY 75"7 - !i"h' r hl:!reby 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 COlje (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pennit. (OWNER)(CONTRACTOR) SIGNED ~ D. txtf DATE 7. Z -0 I Description: Construction Value :300tl !Ill Permit Fee: en. l5'" Use Tax: .q 5. DO Total: 142..0 Use: IDS"""u>'LL r-u16..)~ c.E.'.::rTUL 6../c./ AiJD /!LEC.:T/(oI0\C- Ale... CL.IU\I\)"i'C.. BUILDING DEPARTMENT USE ONLY ~on!l!g~.\.fom!!!.I1!P~ Approval: Zoning: IDI.ll.!!l!!{fe.ctmments:il Approval: ~UD~I~~~~~_~"~~~,~ Approval: Occupancy: Walls: Roof: Stories: Electrical License No : C'Jmpany : Plumbing License No : Company: Expiration Date: Approval: Expiration Date : Approval: SIC: Sq. Ft.: Residential Units: Mechanicai License No: (7/7 L/ Company: ~I Plk?.J ~ Expiration Date: Approval: c; //31 fJ / This permit was iSSUed in accordance with the proviaions set fortI'l in yopur application and is subject to tl"Ie laws of tI"Ie State of Colorado and to the '::ormg Regulations and Builcling Coese ofWhnt Ridge. COIClcw2O or any other appncab!e ordinances of tn. City. This permit Shall 8Xprre if (A) the wctk authonzed IS not commenced witl"nn sIXty (80) days from issue date or (8) the building autrlorized is suspended or abandoned. for a.penod of 120 days. If this pem'llt explteS. a new permt may be acquired for a fee of one-ha11 tn. amount normally required, provided no changes have been or will be made in tn. original plans and sl)eCifications and any 'uspenaion or abandonment has not eXceeded one (1) year. If d'Ulnges are made or if suspension or abandonment exceedS one (1) y..r, full tees shall be pa;d for a new pemiC. No work 01 any manner Shall be done tI'lat will d'lange tne natI.nJ flow of water ea~ a drainage problem. Contractor shall notify the Building InspedOr'twenty.tour (24) hou~ In adVance for all InspectionS and shall receive written approval on inspectJon card before p-iing with ........... pI\lo... 01... job. The issuance of a permit or tn. approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any vtolation of tne provisions of the building codes or any other ordinance, law, rule or regulation. (') (2) (3) (4) (5) (6) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 9246 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7/29/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3845 Dudley Sl. Contractor License No.: 17999 Company: Neighborhood Electric Phone: 303-424-2684 Phone: 2749971 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 (V. B.C.) and all other applicable Wheat Ridge (rdlnaneeS' for work under this rmit. (OWNER)(CONTRACTOR)SIGNED ~.~. _' DATE'- L<1(,\'1 v Total: $3,000.00 $83.25 $0.00 $45.00 $128.25 Use: Description: service change and additional circuits in kitchen BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl. Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proce~dr with successive phases of the job. The i J~-~. it 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 <.. ~d7 ~O[~ .other or:&~n.ance. law, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPL\C"TIDN Property Owner : ~'I"'" ~ Property Address: '3 r 'i , Contractor License No.: \ 19.... '\ Company: r{ <i-J W~<N'" """~ cJ S:\ce ()v cl. \ '-'1 st Phone: 30) '-Izlf-ZC?t-f C;;')<-~<-- Phone : ':!.o~ 2') '1 -C) '111 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 30(:) o. C> ,) Permit Fee: 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 (V. B.C.) and all other applicable heat Rid e ordinances, for work under this permit. DATE~ Use Tax: (OWNER)(CONTRACTOR) SIGNED Total: Use: Description: s.'-..r'l~''-: <..'" "200 ~ + ",clcl ~ '<N-"'- \. .-..~ cL-<.N-~ ~ c..:;- <"" 0..J :~ ,'~ lc.;-f-~ BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl.: Approval: Zoning: Approval: Approval: Occu pancy : Walls: Roof: Stories: Residential Units: Electrical License No: Ii '1 <t 'j Company: I'ol....t~"'-~,~<!lt"lc.<--. Plumbing License No : Company: Mechanical License No : Company: Expiration Date: '2--2..1' - ZOu l Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) (4) (5) (6) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of \Nheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire jf (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'ob, The issuance of a permit or the approval 0 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. Chief Building Inspector