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4800 Tabor Street
City of /Wheatlidge MMUNITy DEVELOPMENT City of Wheat Ridge Municipal Building January 31, 2020 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303-235-2855 F: 303-237-8929 Mountain Vista Senior Living Community 4800 Tabor Street Wheat Ridge, CO 80033 To whom it may concern, The City of Wheat Ridge Building Division was contacted recently in regards to some unsafe electrical and plumbing installations at the property 4800 Tabor Street, Building 9, Apartment D. A City of Wheat Ridge Building Inspector conducted an inspection for the area of concern in the kitchen and has noted the following. • Prior to the tenant moving in, the kitchen was remodeled. • Unsafe and hazardous electrical splices and electrical connection for the garbage disposal and dishwasher. • Use of unlisted waste piping and fittings under the sink. Electrical violation references 2017 NEC: Article 300.15 Nonmetallic -Sheathed -Cable shall have a box installed at each splice point. Article 210.8(D) Kitchen Dishwasher Circuit Requires GFCI Protection. Article 422.16(B)(2)(7) Receptacle for a built-in dishwasher shall be located in the space adjacent to the space occupied by the dishwasher. Plumbing violation references 2012 International Residential Code: • P2608 Workmanship • P2906 Materials Evaluation and Listing As these violations are a matter of safety, please contact the City of Wheat Ridge Building Division within 15 days of receipt of this letter to inquire what steps will be needed to resolve the violations. Ultimately a building permit will be required to be obtained by a licensed contractor to make all repairs. Sincerely, Ran4A S1ur, CBO Chief Building Official Building Division Office Phone: 303-235-2803 City of heat dl C OMMUNm DEVELOPMENT www.ci.wheatridge.co.us INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before IDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:I I'L2LPA'DDRESS: 2 `1.1U � � JOB CODE:15 Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground I Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 306 Mid -Roof 307 Metal / Lath / Stucco Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco Igo 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: b ' ADDRESS: 4M, TA � J---" JOB CODE: Rough Inspection continued g p Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door , Inspections from these entities shall be requestid one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 411 Landscape/Park/Planning 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. -rt,- f ;4k, -; 1AfI,^-f D;A-n I IIV ',OILY VI VVI1-Clt I\IUVU Third Party Form Check List Property Address Z��o.r, s� '?,P Permit Number 7e?1-70 879 (.6 Permit Issued Date //- 9 - Zo/x- Owner Information Property Owner Information !�'L Property Owner Address'Qao Inspector Information inspeciion ivfnpany S 'aep S flPi �11 'OF . Inspector Name Inspector Contact info. 7/9'���'r 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 recommendation ifications. .,� inspector., Date: �.7L<<��_ Property Owner Statement of Acknowledgement "I nearby acknowledge 'Chat i am the owner of the buhaiing referenced aDove and i give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building l jvision inspection. Propery Owner/Agent: 1 ` Date: 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 1Afk--+MP4^n r`n Qnnl� V VIlvat I.IUVV vV V4Vc.,. Draft Date: 7/26/17 MAR 2 2 2016 Pe Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspecti On ❑ N/A ❑ Pass ❑ Vail N/A ❑ Pass ❑ flail Structural roof components N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ rail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ Pass ❑ Fail Verify sheathing nail pattern ( See policy & Proceedures) 9N/A N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle XN/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail C " Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC } N/A _. Pass E] Fail 90 LB roll roofing shall not be applied to roof slopes (( less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 �N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPU min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 6�N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ FA Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 j N/A ❑ Pass ❑ Feil Metal valley flashing shall be the same material as roof �N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A I ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: / 1 IIV Vlty VI VVIIGat Ivuyc Third Party Form Check List Property Address %4 or f S4? Permit Number Ln (' (le Permit Issued Date Owner Information Property Owner Information Property Owner AddressT`Sf. X003,3 Inspector Information inspection Company �Ta••�� s j�e l Inspector Name Inspector Contact info. 7&!!6 ge :-_9 2� 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 recommendatio n peci ications. Inspector: Date: Property Owner Statement of Acknowledgement "I hearby acknowledge that i am the owner of the buiiding 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 Ridge Building yvisign inspection. Propery Owner/Agent: ol Date: This oriqinal 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 Wk -4 0;,4^^ rl1 Sinn'll vvllcat I\1uyc vv wwwl. J Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspe+-.tion ❑ N/A ❑ Pass ❑ Fail [(N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A )d Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A [ Pass ❑ Fail Flashing for roof and walls (LTJ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures) N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑tJ/A Pass ❑ Fail Verify vent caps ❑ N/A [Pass [ Fail Verify no flashings are damaged or rusted ❑ N/Ary Pass P(N/A ❑ Pass ❑Fail ❑ Fail Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage [� N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces F'] N/A Pass ❑ Fail Underla ments must follow 2012 IRC C / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass Fail Dripedge should extend down min 2" past roof deck ❑ N/APass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A [_) Pass [ 1 Fail 90 LB roll roofing shall not be applied to roof slopes less than 2.12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 [V N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass [] Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass [] Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A 0 Pass ❑ Fail Metal valley flashing shall be the same material as roof I' N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: I �lL 5-1 b(4DDRESS: t-) _(C v� � �`� JOB CODE:C rr_ _ fir 1--t Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical/ Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground a/ f� Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof a/ f� 307 Metal / Lath / Stucco b I 2,t 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERM IT:ZC[1ZC) MS ADDRESS: q1 CC�, 'T bc:N� JOB CODE" - It Rough Inspection (continued) Date Inspector Initials �' Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous ,3 51 l Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof ,3 51 l 410 Final Window/Door y\ C -W 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Property Address Permit Number Permit Issued Date T lie "'I y V1 `VVhEat Ridge Third Party Form Check List �oi�o89l� --r Owner Information Property Owner Information�az Drnrnorty nuincr drlArccc y�GO Or � C rn Inspector Information Inspection Company Inspector Name Inspector Contact info. 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 anti found to he in comnliance 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 recommendation n ec[ cations. Inspector: Date: 3LI5 16 Property Owner Statement of Acknowledgement *1 Nearby acknowledge that 1 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 Ridge Bu[ig"Vi* [nspection. Propery Owner/Agent: %-- Date: 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. Dron off in person Permit counter 2nd floor 7500 W. 29th Ave Alheat Ridge CO 80033 Draft Date: 7/26/17 REG EIV Eb MAR 7 2 N Pe1qV_�j --- Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection [_] N/A ❑ Pass ❑ Fail N/A ❑ Pass ❑ fail Structural roof components N/A Pass ❑ nail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ fail Flashing for roof and walls - Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern ( See policy & Proceedures) N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle XN/A [] Pass ❑ Fail Verify scuppers allow for proper drainage F.] N/A IJSI Pass ❑ Fail Ice and water shield 2' in heated wall spaces [-] N/A Pass ❑ Fair Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage [I N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck CJ N/A Pass [] fail Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes ( less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 !N N/A ❑ Pass ❑ F3il Modified Bitumen, EPDM, TPO min slope 1/4:12 slope YN/A ❑ Pass ❑ Fail Above roof insulation R-25 [` N/A ❑ Pass ❑ F3il Below roof residential R-38 _ N/A (_] Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements [ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 � I N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A Pass ❑ Fall Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" !� Lgj N/A Tile Roofs Requirements L] Pass Clay and concrete tile shall have a 2-1/2:12 ( min. slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: PeA,4.,- " C� Inspector signature: 1 11-4 Date of Inspection: Property Address Permit Number Permit issued Date TheCity of Wiiea't Ridye Third Party Form Check List &Q Owner Information Property Owner Information �rnnnrty titnrner ©rirlrece � ovNci tY vvr���.� iivv�ti.uu inspection Company Inspector Name Inspector Contact info. 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 he in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City qfAAMaeat Ridge Policies and Procedure and Manufacturer's recommend�Cpv ti a �Pe cations. / Inspector: Date: 3//d Properiy Owner Statement of Acknowledgement *I 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 Ridge Bui in vi inspection. Propery Owner/Agent: �/Date:�� 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 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspe+-tion ❑ N/A ❑ Pass ❑ Fail )�'N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A [TTI''' Pass Fail Flashing for roof and walls b Pass [] Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheahing nail pattern ( See policy & Proceedures) N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A [� Pass ❑ Fall Verify B vent must have boot same gauge as ❑ N/APass [] Fail pipe Verify vent caps ❑ N/A [Pass [-1 Fall Verify no flashings are damaged or rusted LJ N/A i Pass [ N/A ❑ Pass ❑ Fail ❑ Fall Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage lJ� N/APass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fall Underlayments must follow 2012 IRC / 2012 IBC [, ] N/A Pass [� Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass [] Fail Dripedge shall be mechanicaly fastened 12" OC N/A C.] Pass f ] Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass [J Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A F] Pass Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 [ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass [] Fall Metal roof shingles shall not be installed on slope less 3:12 N/A CI Pass ❑ Fall Metal valley flashing shall be the same material as roof N/A D Vass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements [ N/A ❑ Pass [] Fail Clay and concrete the shall have a min. 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: _ Inspector signature: Date of Inspection: / ti City of Wheat Ridge Commercial Sign PERMIT - 201708447 PERMIT NO: 201708447 ISSUED: 10/19/2017 JOB ADDRESS: 4800 Tabor ST EXPIRES: 10/19/2018 JOB DESCRIPTION: Permit to reface (3) signs, bases are existing: Sign "A" to read Mountain Vista single faced illuminated (existing electrical) Sign "B" to read Mountain Vista double faced illuminated (existing electrical) Sign "C" to read Mountain Vista double faced illuminated (existing electrical) *** CONTACTS *** OWNER (303)421-4161 BAPTIST HOME ASSOCIATION OF TH SUB (303)777-7771 David Gamel 019571 Artcraft Signs *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,521.33 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 199.95 Permit Fee 204.30 ** TOTAL ** 537.05 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Sign PERMIT - 201708447 PERMIT NO: 201708447 ISSUED: 10/19/2017 JOB ADDRESS: 4800 Tabor ST EXPIRES: 10/19/2018 JOB DESCRIPTION: Permit to reface (3) signs, bases are existing: Sign "A" to read Mountain Vista single faced illuminated (existing electrical) Sign "B" to read Mountain Vista double faced illuminated (existing electrical) Sign "C" to read Mountain Vista double faced illuminated (existing electrical) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that [ 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 legal authorized to include all entities named within this document as parties to the work to be performed and that all 7rrk t be erto ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or "CONTZkCTOR (Circle one) Date I I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 c strue to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this ' ion. Ap of w lei 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 "� WheatP, COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(u_)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Z- ->, -10 e 4L4-1 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: /Ylrirr9� :�vlyi5a,ne� Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: /1ki'LNTij✓ © F" T! -el Phone: d3 309- 9 5 0 Phone: Contractor: &_C&/ S r ✓ Contractors City License #: O/ a 7/ Phone: 2 7 7- 7 77 Contractor E-mail Address: irf Cl« tcy�iGy"czsi��> «� Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form j)—j C-C_'y- c &* c)Y ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW R1=SIDENTIAL:STRUFTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) �. a/ (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �r1 CXR.-ST.�iv ( S�Csv S G,gGG Sq. Ft.IW^ ` Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and.am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): liY(/ B cam/ DATE: Xj 11A/ ZONING COMMMENTS: Reviewer: Reviewer Reviewer � DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION. Building Division Valuation: $ . Ar q1tIW�s e _ Y a W > � o r CL CL a { �► W 07 a w � u q1tIW�s e _ Y f,�u 3�r:, LU tL N -1 C ") O O H z z a 0 i W 4�. V W of z O Q H m Q x W LU W z W V S J J W IA N Q Z Z W 0 2 W IL W D Z .x LU I V 6 s O O U z 0=4H z 0 LU O x W a oa J W a N O U t0 LL C N E O E cn CDcu O 7 D Q IWO 0 im o 0 IWO 0 W, I M W, M I v i ® O ` 0 v (w � v • V' CL t t ra °°CD (� M � [z� z � W -� Z p w o �:) Z _Z m LU Q � O::� an W J � p p O O wv Z O c N Ln ON N N L v 0 0 U X w CD 72 2 L Y N E O a� CD m Q N � •!Y m 0 ■ 0 0 J X w CD 72 2 L Y N E O a� =06 too r V 00 INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an ins ection the following business day PERMIT:X11. CN'll ADDRESS: q $Q, ,k 0 JOB CODE: �f'I Foundation Inspections Date Inspector Initial Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ADDRESS: ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous ;. r y n Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final moi- '� -� ;. r y n 410 Final Window/Door 411 Landscape/Park/fanning" ' ` `L ' 4?�,,jV� Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Pub id-W6rks** 413 Flood plain Inspection' 414 Fire Insp. / Fire Protection""" 415 Public Works Final" 416 Storm Water Mgmt.** 417 Zoning Final Inspection" 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY Chi= WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: < F 1 Job Address:S�- Permit Number: ❑ No one available for inspection:—Time C2' �70 A /P Re -Inspection required: YesNo ! When corrections have been made, call for re -inspection at 303-234-5933 Date: d& 2z 1_l Inspector: ZVQ M DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE AM Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: } Job Address: Permit Number: a 61 ❑ No one available for inspection: Time`_ Sf� >''JPM Re -Inspection required: Yes 'No1--11, } When corrections have been made, call for re -inspection at 303-234-5933 Date: l ' % r 1', 7 Inspector: �,crxl /,ko DO NOT REMOVE THIS NOTICE 4 City of Wheat Ridge ' Commercial Roofing PERMIT - 201708966 PERMIT NO: 201708966 ISSUED: 11/09/2017 JOB ADDRESS: 4800 Tabor ST EXPIRES: 11/09/2018 JOB DESCRIPTION: Permit for commercial reroof: Intall 200 squares asphalt shingles, 30 year, certainteed, 4/12 pitch and 50 squares EPDM *** CONTACTS *** OWNER (952)253-1479 BAPTIST HOME ASSOCIATION OF TH SUB (303)761-7663 Paul Cicero 140239 Performance Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 110 / Senior Living BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 64,250.00 FEES Total Valuation 0.00 Use Tax 1,349.25 Permit Fee 850.30 ** TOTAL ** 2,199.55 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. IV '4 V, City of Wheat Ridge Commercial Roofing PERMIT - 201708966 PERMIT NO: 201708966 JOB ADDRESS: 4800 Tabor ST JOB DESCRIPTION: Permit for commercial reroof: Intall year, certainteed, 4/12 pitch and 50 ISSUED: 11/09/2017 EXPIRES: 11/09/2018 200 squares asphalt shingles, 30 squares EPDM I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized byte legal ownof the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this that I amle allyauthorized toinclude all entities named within this document as parties to the workto be perrmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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. Z. 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. 5. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 4, City of Wheat Ridge Commercial Roofing PERMIT - 201708965 PERMIT NO: 201708965 ISSUED: 11/09/2017 JOB ADDRESS: 4800 Tabor ST EXPIRES: 11/09/2018 JOB DESCRIPTION: Permit for a commercial reroof: Install 200 squares asphalt shingles Certainteed 30 year. 4/12 pitch Units 1-14 *** CONTACTS *** OWNER (952)253-1479 BAPTIST HOME ASSOCIATION OF TH SUB (303)761-7663 Paul Cicero 140239 Performance Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 110 / Senior Living BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51,400.00 FEES Total Valuation 0.00 Use Tax 1,079.40 Permit Fee 745.65 ** TOTAL ** 1,825.05 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. City of Wheat Ridge Commercial Roofing PERMIT - 201708965 PERMIT NO: 201708965 ISSUED: 11/09/2017 JOB ADDRESS: 4800 Tabor ST EXPIRES: 11/09/2018 JOB DESCRIPTION: Permit for a commercial reroof: Install 200 squares asphalt shingles Certainteed 30 year. 4/12 pitch Units 1-14 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesthat I am legally authorized to include al entities named within this document as pames to the work to be performed and that a]] work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 andprocedures 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 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 -Midge CotVtMUNiTy DEVIELOPMENT' 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 Email: Perm its6d�ci wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # bbl'► ;Z) <n -- Plan Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:� (' ��r `7t- li�l nitc � Qi ciae cc) oo32) Property Owner (please print): Awle ri ca>n /'t bane 5 Phone: 303 —(,,(,,-7_'7Z-7 Property Owner Email: Mailing Address: (if different than property address) Address: � 5 3 S S Decaiuv- S+ City State Zip: wood CO 8DII0 Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor C_nnt±r1 ch o`(1 Contractors City License #: H022) Phone: �r�AJ C�� Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form [COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE JELECTRICAL SERVICE UPGRADE E]NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.I RC -11 I) V e Z® ® �G 1 Q P* s(�ta h, 5 hi ny l S a n � SO s�,, �'�cri�l CLoa Z90h III-iINS fa.l l Sq. FULF Amps 200 Svs , aF C� r-�a i -Feed IZ Pi+c�k Btu's 3 a y� aSPy►a.J'� ShLtgleS � S0 s� �� Gallons Squares 3-50 Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) S (0q/ 230. o0- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACT or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ,tJ DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 3390 S. Zuni St. This proposal may be withdrawn by Performance Sheridan, CO 80110 Construction if not accepted within 30 Phone: 303-761-7663 days from the proposal date. Performance Fax: 888-958-2077 Construction n www.performanceconstruction.com Name: AvAef"'Cam Ra P11 5. j- l pm _ S Proposal Date: i' obl-7 Job Address: 4/300 e 6g r S -jam. Y'706gO R 5 y' Services Provided: R0,, f Qu C, Row'yl+;dj� City, State, Zip: WIN'i" `d6i c° CO lJ1) Project Manager: v• j= 9003-3 Cell Phone: S ®3-q'7a-6 748 Phone: - 6 - 7 a 7 % f 0 0 w' Email: @performanceconstruction.co Mailing Address: i _ 5 clc 11 L/ ffh, Insurance Company: . inn ° ; C-Al8 TA5u44,x (If Different) I% 11 go /fU Adjustor Information: rNkrf' Le, As Email Address: Poli Number Best way to contact: Tear Off I Layer(s) of Arc. and eaves are open or closed. ? Inspect Decking: Deteriorated existing decking replaced at cost of $ a " per sq. ft. Homeowner ygll be noted if any damaged wood is found during tear off. I stall ice shield on eaves and in valley(s) 4:d+e✓ Istall drip edge Install underlayment S f m +I 4 � / Recover roof with 3 U i^iet 1Y!`�t�o� J 0 jear manufacturer warranty. Color: w,Z.Dl %%cw.$- �6 nail every shine stall ram- ridge style stall pipe jacks -r IR Q J Reflash swamp cooler .Step flash sidewalls i--4%fep flash chimney -It-ep flash skylight Zperformance Construction will provide general liability insurance of at least $2,000,000 and Workers Compensation of at least $1,000,000 Clean up and haul off roofing debris Clean out gutters Magnetic sweep of surrounding area lean out landscaping II requiredep rmits furnished by Performance Construction to be reimbursed by Insurance Company rformance Construction ear warranty on labor Current Ventalilation Recommended �k Decline rerm=en ion on ventilation , Claim Number: � �g75owl ?Gutters: a s bot..n Color: L✓ Outlet: ❑ Siding: Extra work: Pcx i`n r Special Instructions: Performance Construction shall hold in trust any payment received from you until Performance has delivered roofing materials at the site or has performed a majority of the roofing work on your property. $ _1X000 deductible to be collected at time of material delivery. $ 6 2 :7, Y, 71 initial total claim amount as of A& v l_//20 i 7 This price is subject to supplements/adjustments. Roof work to be completed within 21 days of final insurance approval and mortgage endorsement* Date of .5Qcep!&nCe�_,V Ho r 8.9i ature Performance Construction Representative Co -owner's Signature Property Owner is /is not intending to make payment from the proceeds of a property and casualty insurance policy. If so, homeowner must read and sign below. I/we agree to retain Performance Construction (Contractor) to repair/replace the damaged or entire portion of the property described in this contract contingent on obtaining my insurance company's approval and payment to have said work completed. It is agreed that the contractor is empowered to contact my insurance carrier and to meet with their representative in order to negotiate the amount of damage, the cost of the repair or replacement of the damage to the above property. Upon the insurance carrier agreement with the contractor and the down payment being made, the work will be scheduled and may begin on a first in and first out basis. Checks Shall be made payable to Performance Construction In the event that the insurance carrier fails to negotiate in a fair and reasonable manner, the contractor shall not be held liable and the agreement will be void. Insured out of pocket expense will not exceed the insured (purchaser) policy deductible for the work agreed upon between the insurance carrier and the contractor. The insured also agrees to provide all necessary documentation for the claim (including documentation to facilitate payment from insurance carrier and/or mortgage holder). The contractor reserves the right to file supplemental claims due to material and/or labor increases due to a storm environment or adjuster's mistakes errors or omissions. Insurance Company Claim Number Owner Date Co -Owner Date 3390 S. Zuni St. This proposal may be withdrawn by Performance Sheridan, CO 80110 JO^N� hh.� Construction if not accepted within 30 Phone: 303-761-7663 days from the proposal date. Performance Fax: 888-958-2077 Construction n I' www.performanceconstruction.com Name: �Ynec l o -an flg P�1'5+ 1' ow 5 Proposai Date: AIQU 14-f- 001°7 Job Address: '1300 b f V 0 R 5`T Services Provided: a 2f G coin City, State, Zip: UAPrt+ ,l a e° C0 Uh+1'/ ;- ll Project Manager:/Z- H0033'18 Cell Phone: Phone: 0 6 — 7 ®D wEmail: @performanceconstruction.co Mailing Address: S Q _ c S L/ 94h, Ne—Insurance Company: CA% A S/►,Su a is (If Different) l% )t I J R0 40 Adjustor Information: bad&_J 1 Le i riS Email Address: Policy Number: Best way to contact: Claim Number: 2 ® 9 7 50;1 Tear Off I Layer(s) of Av c% h ��� [Gutters: a f %how and eaves are open or closed. Color: Outlet: � Inspect Decking: Deteriorated existing decking L✓ �+ d� replaced at cost of $_, o per sq. ft. Homeowner LI Siding: golf be notified if any damaged wood is found during tear off. stall ice shield on eaves and in valley(s) C;:A-0— Extra work:_ � stall drip edge Install underlayment S 1 M4 a - Recover roof with 3 0 [' diet J 30 ear manufacturer warranty. olor: w,ea of fdwjJ( Special Instructions: 6 nail every shing e // stall A�-- ridge style nnstall pipe jacks J Reflash swamp cooler Performance Construction shall hold in trust Step flash sidewalls step flash chimney 2%fep flash skylight any payment received from you until Performance has Performance Construction will provide general delivered roofing materials at the site or has performed liability insurance of at least $2,000,000 and Workers ,pompensation of at least $1,000,000a majority of the roofing work on your property. J�� JC can up and haul off roofing debris �ean out gutters 'Magnetic sweep of surrounding area lean out landscaping $ / 5 000 deductible to be collected II requiredpermits furnished by Performance Construction at time of material delivery. $ 6 2 % � %C to be reimbursed by Insurance Company �—fes initial total claim amount curAF rformance Construction .� Xear warranty on labor as of o v /_x_/20 J 7 This Current Ventalilation price is subject to supplements/adjustments. Recommended Decline en ion on ventilation Roof work to be completed within 21 days of final re insurance approval and mortgage endorsement* (>!`1 Date of pt ce Ho r ature Performance Construction Representative Co -owner's Signature Property Owner is /is not intending to make payment from the proceeds of a property and casualty insurance policy. If so, homeowner must read and sign below. I/we agree to retain Performance Construction (Contractor) to repair/replace the damaged or entire portion of the property described in this contract contingent on obtaining my insurance company's approval and payment to have said work completed. It is agreed that the contractor is empowered to contact my insurance carrier and to meet with their representative in order to negotiate the amount of damage, the cost of the repair or replacement of the damage to the above property. Upon the insurance carrier agreement with the contractor and the down payment being made, the work will be scheduled and may begin on a first in and first out basis. Checks Shall be made payable to Performance Construction In the event that the insurance carrier fails to negotiate in a fair and reasonable manner, the contractor shall not be held liable and the agreement will be void. Insured out of pocket expense will not exceed the insured (purchaser) policy deductible for the work agreed upon between the insurance carrier and the contractor. The insured also agrees to provide all necessary documentation for the claim (including documentation to facilitate payment from insurance carrier and/or mortgage holder). The contractor reserves the right to file supplemental claims due to material and/or labor increases due to a storm environment or adjuster's mistakes errors or omissions. Insurance Company Claim Number Owner Date Co -Owner Date 3390 S. Zuni St. This proposal may be withdrawn by Performance Sheridan, CO 80110 A10�%66Construction if not accepted within 30 Phone: 303-761-7663 days from the proposal date. Performance Fax: 888-958-2077 Construction nn 1� !'t www.performanceconstruction.com Name: Amef'�ca 11 I1ca p�1 5t m S Proposal Date: 0 `7 Job Address: Y300 �Jb , - 5 Y70 0 -a Services Provided: f G cu'e4-,° City, State, Zip_ C'_ CO Project Manager: I okA( v• �- Cell Phone: >40 3 -q7 a -d 7,96 Phone: ® 6" S7— 7 a 7 `r ®® W ` Email: @performanceconstruction.co Mailing Address: S Q c L/ ?-ON Rve_ Insurance Company: 'A J1 024401 i-, C'_Al A X45, a�rx (If Different) 12-0 O rJU Adjustor Information: bad a in Le i AS Email Address: Polic Number Best way to contact: [3 Tear Off Layer(s) of A� h g� �1 �,�� � and eaves are open or closed. Inspect Decking: Deteriorated existing decking replaced at cost of $ d, 0" per sq. ft. Homeowner yall be notified if any damaged wood is found during tear off. stall ice shield on eaves and in valley(s) 4;� s, Install drip edge Install underlayment 5 / n `� ti+ °- Recover roof with 3 b �iet J U ear manufacturer warranty. Color: t✓ a rzl %%o0„- �6 nail eve shin e / Install every 3z � ridge style ?Tnstall pipe jacks r A J Reflash swamp cooler Step flash sidewalls step flash chimney hep flash skylight ZPerformance Construction will provide general liability insurance of at least $2,000,000 and Workers compensation of at least $1,000,000 Clean up and haul off roofing debris Clean out gutters --rMagnetic sweep of surrounding area lean out landscaping II required ep rmits furnished by Performance Construction to be reimbursed by Insurance Company rformance Construction S� year warranty on labor Current Ventalilation Recommended Y Claim Number: 02D975-03 ?Gutters: AXIJ town Color: Outlet: F1 Siding: Extra Special Instructions: Performance Construction shall hold in trust any payment received from you until Performance has delivered rooting materials at the site or has performed a majority of the roofing work on your property. $ 006) deductible to be collected at time of material delivery. $ 6 9 %, 3&Y, 71 initial total claim amount as of A16 v lam_/20 17 This price is subject to supplements/adjustments. Decline r en ion on ventilation Roof work to be completed within 21 days of final insurance approval and mortgage endorsement* Date of pt ce� Ho r ature Performance Construction Representative Co -owner's Signature Property Owner is /is not intending to make payment from the proceeds of a property and casualty insurance policy. If so, homeowner must read and sign below. I/we agree to retain Performance Construction (Contractor) to repair/replace the damaged or entire portion of the property described in this contract contingent on obtaining my insurance company's approval and payment to have said work completed. It is agreed that the contractor is empowered to contact my insurance carrier and to meet with their representative in order to negotiate the amount of damage, the cost of the repair or replacement of the damage to the above property. Upon the insurance carrier agreement with the contractor and the down payment being made, the work will be scheduled and may begin on a first in and first out basis. Checks Shall be made payable to Performance Construction In the event that the insurance carrier fails to negotiate in a fair and reasonable manner, the contractor shall not be held liable and the agreement will be void. Insured out of pocket expense will not exceed the insured (purchaser) policy deductible for the work agreed upon between the insurance carrier and the contractor. The insured also agrees to provide all necessary documentation for the claim (including documentation to facilitate payment from insurance carrier and/or mortgage holder). The contractor reserves the right to file supplemental claims due to material and/or labor increases due to a storm environment or adjuster's mistakes errors or omissions. Insurance Company Claim Number Owner Date Co -Owner Date City of 6atp, _jd COMMUNiTy DEVELOPMENT Name ,9" -1 M City of Ct LandscanjyZIPavement Escrow AgMement This agreement made this 18th day of February, 2015, by and between the City of Wheat Ridge and Pinkard Construction on behalf of American Baptist Homes of the Midwest for escrow in the amount of Sixty-eight thousand one hundred tNveuty- HiMM111 In the event that right-of-way paving is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such in or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. Approved and Agreed: General Contractor P t Name g ri *e, rr) flusinesg'Ad ire is / Phone Z-le-2o15- I t IAOE)Z— Date Title UM�. E ""\ o OS4 ) I > �Lc e,� C(U =-,j American Baptist flornes of the Nlidwest ■ Property Owner to ll (if different than . w►- Address. fit tl, i W ., ... ...,4 ltr Complete all information n BOTH sides of this fair Sq. Ft. LF Stu' s Gallons Amps Squares Other 0 , CTOR) ----------- --- Building Division Valuation: $_ of CITY OF WHE RID » <tv: A ND INSPECTION S DIV Whea 7500 W 29th Ave Rid © $ «l < 3 03 , 235.285 5 J T a w \# #\ #\ \}# \ }# d \#\ * ^^ Jim d+ gall * ~ 4« «S * am f »m :<�>w «i .» D i s t r ict Clear « ®w San Di «« »z Sanitation t «, , » str Sanitation »« * the Agency Notes: r . Signature: . .. . . . Date: (Agency Representa CUSTOMER: MOUNT VISTA 4800 TABOR ST W1TEAT RIDGE, CO 80033 SCOPE OF WORK: TYCO SECURITY WILL BE INSTALLING A KANTECH ACCESS CONTROL SYSTEM ON EIGHT DOORS: a. ONE ELECTRIC STRIKE WITH CARD READER b. THREE MALI LOCKS, EACH WITH CA,R-D READER, MOTION, AND EXIT BUTTON c. THREE 30 SECOND DELAYED EGRESS MACS LOCKS WITH TWO CARD READERS EACH. THE CONTROL EQUIPMENT WILL BE LOCATED IN THE ROOM SHOWN ON THE PLANS. BY: CHRIS DIGUARDI LICENSE # 101`7793 DATE TYCO SCOPE ML & ES SEQUENCE OF OPERTAION FOR DOOR #: 1,3 ), 7 EGRESS: TYCO SEQ ML DE SEQUENCE OF OPERTAION FOR DOOR. #: 2, 4,5 EGRESS TO COURTYARD: INGRESS FROM COURTYARD: THE DOOR LISTED ABOVE SHALL UNLOCK WHIAN THE MOTION SENSOR IS ACTIVATED OR WHEN THE EMERGENCY DOOR RELEASE BUTTON IS PL SHED. EXIT BUTTON WILL HAVE A CLEARLY LABELED "PRESS TO EXIT" SIGN. TYCO SEQ ML N 0 1 47 m I I t Z w LU b 0 u LO 11 Or— Ty - 7ff w W 0 z o u � U i 0 co 0 0 0 LU UJ z Z < 3 0 : Cep a. b U- 0 0 p 0) C! W c> m c w Z UJ �o z 0 cc I I I m 0 I m t Z b 0 u I I m 0 I m SEQUENCE OF OPERATION FOR DOOR #: 6 INGRESS: THE DOOR LISTED ABOVE SHALL BE LOCKED DURING THE HOURS OF 6:OOP AND 8:O OA AND MAY BE ACCESSED BY ENTERING A VALID PINTO THE KEYPAD. ONCE THE PIN IS ACCEPTED, RELAY TB-1 WILL ENERGIZE, SENDING POWER TO THE DOOR OPERATOR ALLOWING THE DOOR TO OPEN. EGRESS: THE DOOR LISTED ABOVE SHALL BE EGRESSED BY TRIGGERING THE MOTION DETECTOR WHICH WILL SEND A SIGNAL TO THE DOOR OPENER TO OPEN THE DOOR. KR SEQ GATE SEQUENCE OF OPERATION FOR, DOOR #: 8 INGRESS: mmuml THE DOOR LISTED ABOVE SHALL BE EGRESSED BY DEPRESSING THE LEVERSETON THE DOOR. TYCO SECS ES m M VA W F 17-q "DO o' ca • w (j) ui 0) U. w LU LU LU z (9 0 z w Ow 9 I co ut • F- ui 0 I co ut I co F- ui 0 C) Of :2M C : > C--) C/> Lu 0 <--> 0 CD ��' 1 M jE LLJ C M mffflmi� m co z 0 a. 0 F— z 0 CL 0 I to H (N to w cu ix 0 C> a z w —j 0 z tLo z 0- 0 0 LIJ 0 W L--.- 'Lai Z z w 0 9 C) w c0 < O-W 5.09 9=>U-w cv LU 0 w w w z 0 w < 0 D 4t CJ W () . I-- w Z ( J) ca cr ua 0 0 U- w z 0 C13 a I m M K*l 0 C> a z 14 0 z LIJ cv w 0 D 4t W () . I-- w Z ( J) I m M K*l I -, z d 0 F-- uj 2z LU a w e < 0 o� a a W s 0 Gtr t UJ `� uj I ! U> Zi 1 z 0 w Q c C"3 �u o Q r a till `.i LU a ui a- J 0 tt� 0- tY_ 0 Q f'S X Y Pfe sY I 9 Uw MI ■ um t Y! D. I r) L� W O R V 44 0 c7 co +* — p o cs z u t � C'+l tK Ga df x H / Q ! N i P t R O y m ! ! V Q LU ! B t i W //� (/ ! I r) 0 F- 0 CL 0 0 a. ER ra' L� W O R V 44 � � c7 tK Ga df x H / V Q W 0 F- 0 CL 0 0 a. ER ra' *a i • # 0 . The KF-400 allows connection to expansion modules in order to add inputs or to add outputs such as relays and drain outputs, Combining input and output expansion modules provides the flexibility to connect up to 266 inputs and 2 56 outputs, LEDs provide important controller status and diagnostic information. The Kr-400 has multiple LED status indicators for: troubleshooting, network activity, power status and outputs activity. Removable Terminal Blocks Supervised Lock Power MM Kf'-400 provides multiple controller configurations to Suit your specific access control needs. These configurations provide communication with any device on the network for more connection options, You can choose any of the following options: • R3 -4&5 (GOM 1) for communication between the EntraPass Gateway and Kl'-I(,)O, KT-200 (on aseparate loop), KF-300, and KT-400 1I6 -232 (COM3) for direct connection to the Entral"ass Gateway 'here are 4 different possible Outputs for each of the 4 onboard reader interfaces for a total of 16 programrriable outputs. Reader outputs are used to provide the user with visual (LEDs) and/or audible (buzzer) feedback on access control events, The KT-400 has an onboard capability of monitoring 16 input zones (expandable to maximum 256 zones with the addition of expansion modules). It can support a maximum of 128 inputs using double end-of-fine (EOL) resistors or 256 inputs using none or single E-OL resistors, This allows the system to monitor more states associated with a customer's installation, significantly increasing the level of security. Z Elevator Interface The KT'-400 Ethernet Four-Door Controller supports elevator interfacing With the addition of expansion modules such as the KT-MOD-REL8, Kr-MOD-INP1 6 and KT-MOD-OUTI 6, Physical Model Numbers Cabinet Dimensions KT -40C3 ..... . ... . .. . . . KI -4Ck"3 four -door controller, Ii'- r'ea<jo (H x W x D} ... , . , . , .. , , 37.6 x 30.5 x 12.6 cm access" kit (KT -400 -ACC), metal cabinet ( 14.8 x 12.0 x 4.95 in) (KT- 400 -CAB) with lock (KT-LOCK) PCB Dimensions ........ 23.1 x 14.0 x 3.4 cm KI- 400 -PCB , . , ........ KT-400 ficur -door controller (PCB only), and (9,1 x 5.5 x 1.3 in) IP °ready accessory kit (KT -400 -ACC) Cabinet Weight .... , .... 4.O kg (8.8 lb) Expansion Modules Environmental =MOD INP16 , ... , 16 -zone input expansion module with SPI cable (KT- MOD- SPI -16) Operating "temperature ... 2 to 49" G (35 to 120* F), K7- MOD -RELB ......... Eight -relay expansion module with SM indoor use only cable (KT- MOD- SPI -16) Hureeidity Leval. , , , . , .:. Maximum 85 relatkve humidity KT- MOD -OUT16 ...... , . 16 -zone output expansion rnodule with SPI non- condensing cable (KT-MOD-SPI-16) KT "- MOD -C ,AB .. » .. , .... Expansion Module cabinet, black, with 92 Electrical ern (36 in) SPI cable (KT- MOD- SPI -36) and lock (KT -LOCK) Power Input KT-MOD-SPI-16 . , .. SPt cable Al our (16 in) KT-400 . . . .... . .. . .. . . 16,5 VAC or 24 VAC, 75 VA, Giese 2 KT-MOD- SPI -36 ... , . , , . PI Cable 92 cm (36 in) transformer Battery Backup ... , .. , .. '12 VDC/ 7 or 12 An battery supervised; Integration Modules tip to 12 hours of operation Kr-P'100 ..... . . . . . .... Kantech/1)S"C PowerSeriers integration Reader Power Output .. , , Maximum 1,QA @ 5 VDC or 12 VDC, module. typical 250mA per reader, protected and lndudees: DSc -alto integration module supervised and 0 BLK -iT100 cable kit KT- 4401V3{ ... , .. , ..... KanterhlDSG MAXSYS integration module, Operational RS232 cable/connector, 1.8 m (6 ft) GBLK4T100 ....... , , .. abbe kit, RS- 232 Cable /connector set, Reader Types .. , ....... Wiegand, proximity. ABA clock and 3m (10 ft) and compatible with IT-100 INSC data, bar code, magnetic, integrated PowerSeries Integration Module keypad, Smart card C6LK- 4401VK. , .. ... , Gable kit, RS -232 cable/connector, 1,8 rrr Monitored Points Onputs).. 16 monitored points, single UN-, (5 ft), and EPROM set. Compatible with double EOL PO -4401 DSG MAXSYS Integration Points Maximum Wiring.. , AWG #22 - m (2, ft) module Door Strike Power, ... , .. 12VDC, maximum 2.OA, typical 500rr A per lock, supennsed Accessories Reader Outputs, ... , ... , 16 outputs, 25 neA maximum each, open K� � -ACId ... , .... , . , Accessory Kit includes: Four 1.0 K rrhrn, collector outputs 32I54 K ohm resistors, ground wire, and Auxiliary OUtpcatS , , , ..... LEDs (door 1, door 2, door 3, door 4, LED, screwdriver OUT1 and OUT2) and buzzers (Buz „doorl, KT-400-CAB ...... , .... Black metal cabinet with hack (KT-LOCK) door 2, door 3, door 4) 25 mA each, open KT-400-CON,. Removable terminal black spare kit collector outputs KT-ACPW LCD .. « , , , .. UL AC power LED indicator Controlled Output Relay , . Four onboard Farm G controlled outputs KT -3LED- PLATE . , . , .. „ . UL-listed alarm, three -color LED indicator relay. 30 VDC, 3 amp max each mounted on Single gang plate C',FarnMUnication Forts ... , RS -232 with Rd -12, FiS -485, KT-TAMPER. , .. , . , .... , Tamper switch for KT-NCO-CAB, Ethernet 10 /1008ase -T with RJ -45 KT3 AB, KT -400 -CAB and Expansion Port ... , , .... PI 6 -Irin connector, bi-directional data KT -4051 CAB metal cabinets exchange supported. Supplies 12 VDC, KT- LOL ?K .... . . .. . . . . . . Look (and two keys) for KT -NC. -GAB, 500 mA maximum Shared with 12 VDC K T- 300CAB, KT- 400 -CAB and auxiliary Pod KT-4051 CAB metal cabinets Auxiliary Port, . , . , . , ... , Auxiliary 12 VDC, 500 mA maximurn shared SPI expansion port Power Supplies Communication Speed ... Up to 115,200 baud (automatic detection TR2475 Wire-In transformer, 110VACil24VAC over RS-232 and RS -485); ! 01100Base -T ' ........ . ..... . (75VA), UT_ approved Flash Memory,. y , .... , . , , , over Ethernet 56 MB for application n and data storage TR1675 .... . .. . . . ..... Wire-in transformer, # 10 VAC/ 16,5 VAC n�i on and can resale for a (75 VA), UL approved um minimum minimum of 10 ye ars years without power') KT BATr -12, ........... Gel cell battery, 12 V, 7 Ah RAM , , » ..... . . ....... 128 MB for application loading and running n l o o KT -BATT- 1212......... , Gel cell battery, 12 V, 12 Ake Network Autonomy .... , , Distributed data and processing Fxternal Lack Power .. , , . 12 or 24 VDO (up to 28 VDG) supply up to 750 mA per lock for a total of 3 amp Regulatory EN61000 -6 -1, EN61 -6 -2, EN55022, EN 60950 F' class B UL -294, UL -1076 RoHS WEEE GE Optior ' -_--------- PS 904 power supply specification . ....... ... . s - Emergency Interface/Fire Alarm Relay (FA) Specification Description i4ey lack available for added security (KL} Input voltage 120/240 VAC, 50/60 Hz, universal Input • Battery backup Output voltage 2A @ 12 or 24 VDC • 2 relay DEL panic device control board Field selectable with jumper • 4 relay distribution board Switching supply, 5% regulation, 240mVpp max ripple * 4 relay distribution board with logic Enclosure Grey/baked enamel - Field configurable for: 14" x 12" x 4" (H x W it D) Eight x 1 /�" knockouts • Time delay function NEMA Grade I • Auto operator Hinged cover with took down screws • Security Interlock Operating temperature -120OF (0 - 49 • 8 fused output distribution board .. .. ..... Certifications _32 ................ -, -- - --------- ---- ......... ... ...... .. . .. . ............... UL 294 * 8 PTC output distribution board Class 2 ... ...... . F C C Part 15 Option board compatibility 900-BB: Battery backup 900-BAT. Backup battery pack 900 B :Batte backup kit (backup board and battery pack) B;K, -FA: Fire alarm ;00 FA Ire alarm m is v a ay panic device control board 900 -4R " :4 Relay output board 900-4R1 " : 4 Relay logic board 900-8F': Fused 8 zone distribution board J 900 -8P*: PTC 8 zone distribution board - - - - - - - ... . .. . ..... . ----- AC primary fuse size 3.15A, 250v, 5 x 20mm SLOW-BLOW - .... ... ... .... .... Battery fuse size ------- - - --- 7.5A 32v ATO blade style DC output protection - -1--l-1-- ----- - ------ - ......... . . ---- --------- Overload protection - current limited foldback circuit . . .......... ... PS902 Indicators -- --- ------------- LED Indicators: - AC Input (visible on outside of enclosure) - DC output Isolated SPOT contacts to monitor AC power status Weight (power supply) Approx. 9.0 ins Weight (each battery) ... ....... 4.0 lbs AC Input termination 3 position terminal block with protective cover .. ....... .. Wire capacity: 10 AWG max. -------- ---- - ------- ---- DC output termination ........ . ... ... ................. 2 position terminal block Wire capacity 12 AWG max, .. . . ..... ....... .... .. Distribution board connectors I Fire alarm board connector ... .. ..... ---------------- ..... .. ...... ...... Yes Keytock - --- -------- - Optional - Optionak distribution boards available with or without FA (Fire Alarm Ratay) Afleg*n, the Atlepion logo, Schiage, and the Schlage logo are trademarks of Allegion plc, Its subsidiaries arid/or affiliates In the United States and other countries. All other trademarks are the property of their respective owners, &1A e I X W #_r7Trrr7TMK_V7rr.T .1tro Rev. I7SAT-400MA_05142014 Overview AL400ULX is a power %upply/charger that converts a I I 5VAC/00flz input into a single 12VDC or 24VDC Class 2 Rated power-limited output. S ficatioms p�� Input. Supervision: • Input 11 5VAC, 6011z, 3.5 amp. • AC fail supervision (form "C" contacts). • Input fuse rated @, 3.5 amp/250V. • Low battery supervision (form "C" contacts). output, • Battery presence supervision (form "C" contacts). 12VDC or 24VDC selectable output. Visual Indicators: Burglar Alarm Applications (UL 603): - AC input and DC output LED indicators, 12VDC = 11.5VDC- I 3VDC. Electfical. 24VDC = 23VDC-26VDC. - Operating temperature: 0' C to 49' C ambient, • 42VDC (q), 4 amp or 24VD• (0, 3 amp supply current. • BTU/fir. : • Class 2 Rated power-limited output. 12VDC: 1431 - 16.63 BTIJ/Hr. • Filtered and electronically regulated output, 24VDC: 29.43 - 32.41 13TU/1-1r. • Short circuit and thermal overload protection. • System AC input VA requirement: 402.5VA. Battery Backup. Mechanical. • Built-in charger for sealed lead acid or - Enclosure Dimensions (14 x W x D approx.): gel type batteries. 115" x 13" x 3.25" (342.9mm x 330.2mm x 82,55mm) • Automatic switch over to stand-by battery - Accommodates tip to taro (2) 12VDC/7AH batteries, when AC fails. - Product weight (approx.): 7.15 lbs. (3.24 kg). • Maximum charge current 0.7 amp. • Shipping weight (approx): 8.05 lbs. (3,65 kg). General Signaling Equipment G V Evaluated to CSA Standard 022.2 . L No.205-MI983 RJEA MEA - NYC Department of film Approve,d Buildings Approved. CSFM - California State Fire ( Marshal Approved. U-M-MMMUM t' ttt 13.5" x 13" x 3.25" (342.9mm x 330.2mm x 82.55mm) 4(r} 4 8,51 40- (1 Olgm� ■ 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m w M490DE De/oyed Egress Electromoonetic Lock All M400 Series locks have automatic voltage sensing for 12 and 24 volts along with polarity protection to make wiring less complex. The M4901 is tested and certified to meet or exceed UL special locking arrangements and BHMA 15001b, hold force requirements. to meet your specific security needs, The M490DE provides basic security and delayed egress functionality, while the M490DEP provides intelligent sensing and reporting features needed to integrate with access control systems, access security and safety. M490DEPU4 1 II �o fl V�I I I ' Voltage Selection (AVS) senses the voltage applieI to lock and responds accordingly Internal Plunger Switch activates delayed egress timer 877671-7011 - schlage.corn 1 — M490BE Electromagnetic Delayed Egress Lock Specifications Input Voltage 12/24 VDC (Standard Unit) I Height 3 3' Length --4!— 12-1/2' Width x Height 25 -1/16" Width 1 - 114'" x 1/8' 3 -1/16" 4901 F 3-1/16 Weight (approximate) 16 lbs. 1-1/4' x 3/8' 32 bs, Certifications 1-1/4"x 112' UL 294, ULIOC, ANSI/BHMA'l 56.23 Temperature 1-1/4' x 5/8' (P -49° C (32 F) Wire Gauge P 4906F 14-22 AG Filler Plates - - -------- Electromagnetic Lock M490DE/M490DE-2 Length --4!— 112-112- Width x Height Plate No. 1 - 114'" x 1/8' 4901 F 1-1/4'x 1/4' 4902E 1-1/4' x 3/8' 4903F 1-1/4"x 112' 4904F 1-1/4' x 5/8' 4905F 314' x 1/2' P 4906F 3/4' x 518' 4907F 3/4" x 3/4' 4908F I-' --l-1-1-1-1-11 ---------- I ---- ------ – Angle Brackets Electromagnetic Lock M490DE/M490DE-2 Length 10-112" Width x Height Bracket No. I' x I' 4901A 1-1/2' x I' 4902A 1-1/2'x 1-112' 4903A 1-1/2" x 2' 4904A 1-1 /2' x 2-1/2' 4905A a A A • Aluminum Housing • Brushed A", irfum Finish 3M Unmonitored Ik L = 10-7/16" (265 mm) RNIM. I MLST1202U Double Magnet Anodized Aluminum # • Limited Warranty • UL Listed @ CAT. NO. ML12♦DU Standard Wiring Holding Force- 1200 Los. Unmonitored Dual Voltage. 12/24 Volts L 8" (203 mm) 12 Volt Current Draw. 5OOmA H 1-3/4" (44 mm) 24 Volt Current Draw. 250MA D 1-9116" (40 mm) I NOTE: For a complete list of accessories, such as Mounting Brackets, I Power Supplies, Transformers, and Keypads, see pages 207H to 208H, erfaurence.com C.R. LAURENCE COM!!ANY AM�� ----------- criattrence.ca criatirencecom.au criattrenceco.ult criaurence.de erlaurence.eu I 203H IMEN, The Falcon 25 -R Series rim device meets the demanding requirements of high traffic installations with a single - point, rim type latch and a streamlined touch bar design. This device can also be electrified for maximum ease of use and accessibility. 2789 299 Strike Dogging Key t Cylinder Dogging 4 F ica DoOt Door Mi. l�fitt Door DEVICE Size St, i& Stile (in) Opening width MuClicsn Stile (ink t3pening Width Strikes: 299 strike standard. See pane 15 for additional info. t Stain stee W t hrow. Deadlocking tatchholts Standard" O" ging Feature; 14 turn hex dogging standard No threaded parts to wean out. Cylinder Dogg Specify "C€3" prefix lts standard cam,. 264 3W 3' 1A 144' thick, mod or metal Specify thickness i f other than 1 _WL Projection: 2" maximum, 2° dogged Mounting Height: 40W from C€. to finished floor. Electric Function: t Cylinder Dogging 4 F ica ra are • Door Strike x Min k4 It Door DEVICE : Size MuClicsn Stile (ink t3pening Width Strikes: 299 strike standard. See pane 15 for additional info. t Stain stee W t hrow. Deadlocking tatchholts Standard" O" ging Feature; 14 turn hex dogging standard No threaded parts to wean out. Cylinder Dogg Specify "C€3" prefix lts standard cam,. Stock Sizes: See chart to left Cut to s in the field. Doors: 144' thick, mod or metal Specify thickness i f other than 1 _WL Projection: 2" maximum, 2° dogged Mounting Height: 40W from C€. to finished floor. Electric Function: Can he interfaced vvith building security s}stems, € atch retraction, FSAJF=SE turn, se cur4ty monitoring, delayed egress and exit alarm available (Et fail-secure. only). Subject to code requirements, state and local_ (See pages 33 -40 for details). Fasteners: All mounting screws are concealed, sheet metal screws and machine stews standard. Sex Bolts: Recommended Wien chine is used Wth hollow core wood, composke or light gauge hollow metal doors. For EO dm , cu, specify 8 - 425 (a10 -24) SNB. For devices Win trim, specify 2 _ 425 (#117 -24) SNt3_ ANSI. C er t ifi ed ANSI At 563-2001 Grade 1 standards. Center Case & Working Parts: Center case is heavy wrought and sintered metal parts, Shim Kit. For glass lite applications, IA' thick, sp ecify S K2 5 -RM 579 Strike Retrofit Kit: Consul fa 1439 x 2923 3X 3' I'A 1606 ir 2923 4W 3'1'A 3�A Min, Stile 3'h Min, Stile t Cylinder Dogging 4 F ica Hand. Non - handed, Finishes; US3 (605), t#Sd (W, US1 11(612): IJS26 (62S), US260 (626); US32 (629)„ U5320 (630), US28 (628), 313AN. (See pagan 17 for finishes.) Strikes: 299 strike standard. See pane 15 for additional info. t Stain stee W t hrow. Deadlocking tatchholts Standard" O" ging Feature; 14 turn hex dogging standard No threaded parts to wean out. Cylinder Dogg Specify "C€3" prefix lts standard cam,. Stock Sizes: See chart to left Cut to s in the field. Doors: 144' thick, mod or metal Specify thickness i f other than 1 _WL Projection: 2" maximum, 2° dogged Mounting Height: 40W from C€. to finished floor. Electric Function: Can he interfaced vvith building security s}stems, € atch retraction, FSAJF=SE turn, se cur4ty monitoring, delayed egress and exit alarm available (Et fail-secure. only). Subject to code requirements, state and local_ (See pages 33 -40 for details). Fasteners: All mounting screws are concealed, sheet metal screws and machine stews standard. Sex Bolts: Recommended Wien chine is used Wth hollow core wood, composke or light gauge hollow metal doors. For EO dm , cu, specify 8 - 425 (a10 -24) SNB. For devices Win trim, specify 2 _ 425 (#117 -24) SNt3_ ANSI. C er t ifi ed ANSI At 563-2001 Grade 1 standards. Center Case & Working Parts: Center case is heavy wrought and sintered metal parts, Shim Kit. For glass lite applications, IA' thick, sp ecify S K2 5 -RM 579 Strike Retrofit Kit: Consul fa E PRODUCT FEATURES Activates a DPDT 2 Amp rated output when pushed or pulled, to allow free egress or initiate an exit delay timer 16 ft, [4.8m' j 22AWG 3 conductor cable and arm, ored dons cord included Magna(are Lifetime Replacement No FaultWarfanty PRODUCT OPTIONS . AvadableElectrotynx Dimensions- S%Q-1/8"DY9"l-1 Shipping Weight: I Sibs (0,64 91 finishes: BK - Black anodized (L - Clear anodized Handle PART', I Deuription f,MH-BK Touch Handle- Electromechanical, flackAtiodind FhlH T, Hardie -F),,U.,,h,.ictO,,,Anodized fj,,-E4ffi-BK I EMH Mack Anodbed, Efectrolynx FL-E S Ek EMT - (tear, Electrolarox IMP PUSH lessr—WW"I 4 X • Outpu ts One / 0, One N/C RA 30VDC Resistive, 1 /PA 125VAC for fait safe or fail secure operation Relay Life Expectancy 500,000 0 1 A 30VDC w - .A A -- wErminjifi� Min Max Current Draw < 10mA < 12 m a SM . tq t * t t I Dimensions Height Width Depth Single Gang 4 lb" 2 3 /4 1 1 /4" Narrow 4 1 h" 1 3 /4 1 1 /4' PEBSS2MX-US U.S. Single Gang Piezoelectric Switch Spanish "PRESIONE PARA SAUR" in Red PEBSS6MX-US U.S. Single Gang Piezoelectric Switch Spanish "PRESIONE PARA ABRIR" in Red PEEISSCB-LIS Custom U.S. Single Gang Piezoelectric Switch (25 min) Custom Laser Marked in Black PEBSSCR-US Custom U.S. Single Gang Piezoelectric Switch (25 min) Custom Engraved in Red PEBSSNO Narrow Piezoelectric Switch Blank No Graphics PEBSSN2 Narrow Piezoelectric Switch "PUSH TO EXIT" in Red PEEISSN6 Narrow Piezoelectric Switch "PUSH TO OPEN' in Red PEBSSN2MX Narrow Piezoelectric Switch Spanish 'PRESIONE PARA SALIR'in Red PEBSSN6MX Narrow Piezoelectric Switch Spanish "PRESIONE PARA ABRIR" in Red PEBSSNCB Custom Narrow Piezoelectric Switch (25 min) Custom Laser Marked in Black PEBSSNCR Custom Narrow Piezoelectric Switch (25 min) Custom Engraved in Red PS-12DC 12 Volt DC Power Supply - 1.5 AMP w/6'Cord N/A *Important Note: Essex PEB Series Switches will not operate with <11VDC. Backup power (i.e. Uninterruptible Power Supply) is required for operation during a power interruption. Some local building or fire safety regulations may limit the use of electronic exit buttons. Consult with local officials prior to installing for egress applications. Contact Essex technical support for wiring suggestions. twaEsimm Za Electran i lcm 1-8•0-KEYLESS # keyless.com LPE6.1 109,R1 1130 Mark Avenue Carpinteria, CA 93013 * [805) 684-7601 * (8051684-0232 FAX Q 2009 Essex Electronics, Inc. Alt rights reserved Europe Complies with EN5013 1-1 Grade 2 .. ... . . . . . .. 1111� XW .... Europe Complies with EN5013 1-1 Grade 2 "777 Sh PO 1.2m _I (4 ft) - 1 Z ann"NAMM Front View Mounted on wall above door and tno nted on cei' 75 rn (2.5 ft) in front of the door. I 1.5 rn 3 rn 77 W" I 1.5 rn (5 it) 5 11 Notice When you mount the unit on the wall and the lens points straight down, some detection zones point toward the wall and do not detect movement, The diagrams depict views of the coverage pattern with the detector mounted above the floor with the lens pointed straight down. Zones that are pointed toward the wall are not shown. Complies with Environmental Class 11 (EN50130-5) MN-7m. Dimensmns� Material, Power Loss Default: 14 ( 3 loft Indicators: Relay Latch firte; America.: Bump., MlJdhi East, Africin AslwPacific- Chl"ov America Latimo Bosch stiewity Systems, Inc. Bosch security systems SM, Robert Bosch (SEA) Pie Ltd, Security Bosch (Sh.piitou) Security Systems LAcL Raved Bosch Odd Security Systems Envision 130 Pelhoon Parkway P.O, saw $0002 System. 201 Building, No, 333 Fuqu.o Road Vcs Ardiangueui, Kni 98 Fairport, New York, 14450, USA 5617 BA Eindhoven, The Netherlands 11 Dictum street 21 North IBP CEP 13065900 Phone: +:1 800 289 0096 Phone: - 3140 2577 284 Singapore 573943 Charritning DistdM Shamiltuo Cirmloncis, Sao Paulo, Brazil Fax. +1 58.5 223 9180 Fax:; 3140 2577 330 Phone: .65 65712808 200335 China Phone: +55 19 2103 2860 sectoin, Fax: -6S 65712699 Phone +86 21 22181111 Fa.: 55 19 2103 2862 onorn-boschsocrvity,cis apnsecturlyowtems@basch.core Fax.. -86 2122182398 latam,boschoecu,ftyelacarch can, waro.boschriecority asia WWWAmschisecurny,cron.cs www.b.,ndrsecoalty.tom 0 8—h Security Systems 2014 1 Data subiect to change without notice 26349091951 ". V7, 17, Ma, 2014 �m��� t l iaat.. Innovative magnetic spring technology allows installers to configure models in seconds Z��� 877-671-7011 • schlage.corn EMMEZZEM [,A V et dot side down, i-, (100ingersoll Rand Security 7�chnofcrgies 02011 Ingersoll Rand ES-5978 07/11 COMMAND ACCESS T E C H N 0 L 0 G I ':El� I mi o Non-conductive Command Access is not a licensee, or affiliated, associated or connected with Ingersoll Rand, Assis Abloy, Stanley, Schlage, Falcon,. Von Dupdri, Dorma, Sargent, Corbin Russwin, Yale, Emtek, Adams Rite, Best, Precision, A rrow, Design Hardware, Cat Royat, Jackson, ANT, Marshall Best, Marks, Accurate, Baldwin, FS6, PDQ Lawrence, Trans Atlantic, Hager, LSCA, General Lock, or Cimnia or any of their subsidiaries or affiliates, COMMAND ACCESS T E C H N 0 L 0 G 1 E' 5 4, Notes: Not all configurations are available on all hinge sizes. All hinges are made to Command Access standardized templating unless otherwise requested, 193 If:f# 13 E3 C3 in t li d if It I If if If Mff:vpI5*ZaT# I Morel NO, Notem Customer: Job No,/Name: Proi 7y: Command Access is not a licensee, or affiliated, associated or connected with Ingersoll Rand, Assa Abilloy, Stanley, Schill Falcon, Von Duprin, Discuss, Sargent, Corbin Russwilic safe, Erntek, Adams Rim, Best, Precision, Arrow, Design Hardware, Cal Royal, Jackson, AHT Marsha 11 Rest, Marks, Accurate, Baldwin, l PDQ Lawrence, Trans Aria nos, Hager, LSDA, General Lock, or Cornet or any of their subsidiaries or affiliates, The slim-fine, s u rf a ce mounted SOILIti'01`1 The 9400 series GenesWm is a slirn-line, I * surface for superior looks, Spacer Plate Included Frarne Application • Metal • Wood Electrical • .45 Amps a@ 12VDC continuous duty • .25 Amps @24VDC continuous duty The 9400 ships with one 118"spacer plate included in the box. Units ordered in a 630 Lfinal�sbarestai�nlessst ;eI.All th�erfini �,h �I .. �� s Users 120 120 500 500 PIN length 1-6 digits ------ --- ------- 1-6 digits 1-10 digits 1-10 digits Duty cycles Medium Medium --- - - - ----- - .... . .... ......._. Medium Heavy-duty Back tight Yes Yes Yes No ......... Keys Hard plastic Hard plastic Heavy-duty plastic Heavy -duty metal Access control Programmable relay 4 dedicated Monitors OPS, with braille Weather Indoor/outdoor Indoor/outdoor --------- -- - Indoor /outdoor Indoor/outdoor resistant Doorbell key Yes Yes No No Wlegand No No No No output Remote trigger Yes Yes Yes Yes (REX) . . ... .. .. .. ....... ... Access control Programmable relay 4 dedicated Monitors OPS, Monitors DPS, functionality activation time relay outputs controls various controls various (0 -99 seconds). (lock release, electronic electronic Perfect for door forced, door hardware, triggers hardware, triggers electric or magnetic propped and door propped, door propped, locks requiring alarm shunt) forced door alert forced door alert momentary control, or alarm shunt or alarm shunt Relays 2 relays Main, prop door, . ......... ... 2 Form C, 2 Form C, (main and aux) forced door and expandable to expandable to alarm shunt relay 10 programmable 10 programmable outputs outputs Outputs 21ndependent 41ndependent 2findependent Programmable (configurable) (dedicated) (programmable with the option to add 8 more) Finish Aluminum 0 a Aluminum Aluminum Aluminum No Yes Yes ARegion, the AtlegIon logo, Schlage, and the Schlage logo are trademarks of ARegron pIc, Its subsi6ades and/or aftates in the United States and other countries. All other trademark-, are the property of their respective owners, A City of K' Wh6atl J. e COMMUNITY DEVELOPMEN j91 City of Wheat Ridge Municipal Building 7500 W� 29" Ave. Wheat Ridge, CO 80033-8001 P: 303,235,2846 F: 301235,2857 DATE: February 24, 2015 TO: Accounting Department FROM: Mereditb.Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for funds in the arnount of $68,125.00 (sixty-eight thousand one hundred twenty- five dollars and no cents) being held for landscaping and pavement for property located at 4800 Tabor Street (BP#201301647). Alternate arrangements have been made to secure the required landscape and parking lot improvements, 1 1 R1 III[ SEND TO: 14850 Scenic Heights RD, Suite 125 Eden Prairie, Minnesota 55344 Nferedit► Reckert Senior Planner wwwA.wheatridge.coms Inv. Amt. $68,125.00 2/10/2015 Disc. Amt. $0.00 357967 Amt. Paid $68,125.00 $0.00 $68,125.00 '967 S7 �00 75 WH City of 6atp, _jd COMMUNiTy DEVELOPMENT Name ,9" -1 M City of Ct LandscanjyZIPavement Escrow AgMement This agreement made this 18th day of February, 2015, by and between the City of Wheat Ridge and Pinkard Construction on behalf of American Baptist Homes of the Midwest for escrow in the amount of Sixty-eight thousand one hundred tNveuty- HiMM111 In the event that right-of-way paving is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such in or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. Approved and Agreed: General Contractor P t Name g ri *e, rr) flusinesg'Ad ire is / Phone Z-le-2o15- I t IAOE)Z— Date Title UM�. E ""\ o OS4 ) I > �Lc e,� C(U =-,j American Baptist flornes of the Nlidwest AMERICAN BAPTIST HOMES OF THE MIDWEST CIT015 CITY OF WHEAT RIDGE Customer Account #: Invoice # Date ESCROW DEPOSIT 2/2/2015 2/10/2015 357967 Inv. Amt. Disc. Amt. Amt. Paid $68,125.00 $0.00 $68,125.00 $68,125.00 $0.00 $68,125.00 Kirk Cadotte llgevP 7 5 7 From: Tyler Morgan <Tyler.Morgan@pinkardcccom> Sent: Thursday, January 15, 2015 7:44 AM To: Jack Cochran; Tony Burke Cc. wba@brummettarchitects.com; Bill Burke Subject: FW: Mountain Vista AL- Truss Loading & Sprinkler Pipe 1 1 IIIIIIIIIIIIIIE I 1 11 1 = 1 1103-11=�� U= Ilt"T From: Bill Newell [mailto:bnewell@MgoLog-ogw_gll,OM) Sent: Thursday, January 15, 2015 7:05 AM To: Tyler Morgan FVITTI tit uld L or less. We included a 10 psf ceiling and mechanical load on the lower chord of the trusses which generally takes care of the average sprinkler system, If the sprinkler weight shown is for the entire system in that area shown, then the trusses appear to be capable of supporting the weight of the wet sprinkler system. From: Tyler Morgan [mailt n inkard c.corn] y *T Igr.Morgg Sent: Wednesday, January 14, 2015 5:15 PM To: Bill Newell Cc: lack Cochran; —w—b-a—@-tr—u—m--M—eD—r-c—kite ors — Subject: Mountain Vista AL- Truss Loading & Sprinkler Pipe Hi Bill- The building inspector for the City of Wheat Ridge is requesting something in writing that our trusses can withstand the overall weight of the sprinkler pipe. I know that you did not engineer the trusses but I am wondering if you took into consideration sprinkler pipe into your load criteria on S2.1. The loads shown below are the total weight of the system with hangers spaced every ten feet, If we have to do modifications to these trusses as Jack puts it " we might ) I Ing MITI 317 . li art Urer again: � T are cornp cannot get to the bottom cord of these trusses. Let me know if you have any questions. HIM M Tyler Morgan Sr. Project Engineer phone 303.345.2817 mobile 303.944.2369 Connect With Us T 612 Em MMTSIOVINE Truss numbers 122633804 thru 122633944 for 117998 Burke Co — Mountain Vista sealed by Mitek an4l designed for 30-10-0-10 psf roof loading and 30 psf roof live shall be used for 30-15-0-10 loading without alteration to the trusses themselves. These trusses have been reviewed by me for the 10% increase in total roof design load and have enough reserve capacity to carry the additional loading without alteration. Melissa Mack III W 11 1 1 � I From: Kirk Cadotte Sent: Tuesday, December 16, 2014 7:00 AM To: Melissa Mackey Subject: Permit # 201301647 - 4800 Tabor Street Good morning Melissa FYI, I approved the gas line and gas meter release yesterday for the above. However, the address has permanently changed at EXCEL ENERGY's request. The new address for the project is 11830 West 49 Avenue. Kirk Cadotte 7500 W. 29 Ave. Wheat Ridge, CO 80033-8001 Office Phone: 303-235-2850 city 0( eat VVW*MfNT Z UNITY� not the intended reci2ient,�tou are notified that an�f disclosure icatiovL�Jbj�—!f , owreceived this communication in erro please notif,- us immediatel bt� e-mail- attachim the ori, messaAe, and delete the original message fram com%uter, and anr, netwY rk to which your computer is connected, Thank you, City of "�q W heat j . dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 November 7, 2014 OFFICIAL ADDRESS CHANGE (ADDITION) NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Baptist Home Association of the Rocky Mountains OLD ADDRESS: 4800 Tabor Street, Wheat Ridge, CO 80033 NEW ADRESS: 11830 W. 49 Avenue, Wheat Ridge, CO 80033 (Additional address for new building.) SUBDIVISION: Mountain Vista Retirement Village LOT(s): KEY:_ SECTION: 17 PARCEL NO: 39- 174 -09 -008 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Michael Maschka, Mountain Vista Retirment Community, 4800 Tabor St., Wheat Ridge, CO 80033 3. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 5. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 7. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 8. Email to erlinda.j.martinezna,usps.g and krissy i.summerfield a,usps.gov 9. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 10. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 11. Email to Jimmy La at Xcel Energy, jimmy.p.la @xcelenergy.com 12. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 13. Valley Water District 14. Fruitdale Sanitation District 15. Arvada Fire District 16. Wheat Ridge Planning Division 17. Wheat Ridge Building Division 18. Wheat Ridge Police Department 19. GIS Specialist 20. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.wheatridge.coms lik Vicinity Man Site Permit#:201301239 Issued: 05/05/2014 Stipulations: 9,450 sq ft Remodel to Nursing Wing. This certificate verifies that the building constructed and/or the use proposed • the building and/or premises, under the above permit number and • property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: MOUNTAIN VISTA HEALTH CENTER 04700 TABOR ST BLDG-12 WHEAT RIDGE CO 80033 Contractor: James W. Pinkard Jr. 9195 W 6TH AVE LAKEWOOD CO 80215 B ► B Balancing Inc. CERTIFIED AIR TEST, ADJUST AND BALANCE REPORT APRIL 29, 2014 Project: Mountain Vista Retirement Community T Remodel Address: 4800 Tabor Street - Wheat Ridge, Colorado General Contractor: Pinkard Construction Company 1 1 1 • "N' NEBB Certifiction # 3255 M :32am PROJECT: MOUNTAIN VISTA RETIREMENT COMMUNITY - TCU REMODEL 4800 TABOR STREET WHEAT RIDGE, COLORADO NEBB TAB FIRM: B & B BALANCING, INC. 1531 TWEED STREET COLORADO SPRINGS, CO 80909 (719) 632-4898 -PHONE (719) 633-8074 - FAX TAB SUPERVISOR: LARRY G. BARTLEY REG. NO. 3255 SIGNATURE: DATE: 4/29/2014 m Address: 4800 Tabor Street - Wheat Ridge, Colorado Aln■r EBT-721 Capture Hood w/Digital Manometer, Velocity Matrix, Airfoil, and Humidity & Temperature Probes Serial # 90635001; Certification Date* 2/16/2014 Fluke 337 Digital Clamp Meter ®l # ■3707731; Certification Date:2/ ■d #1; Omega HHT 13 Pocket Laser Photo Digital Tachometer Serial # 1822060; Certification Date: 2/18/2014 B & B Balancing, Abbrevicifions AMPS Amperes AHU Air Handling Unit BAS Building Automation System BUT British Thermal Unit CM Cubic Feet per Minutes CHWP Chilled Water Pump CHWR Chilled Water Return CLAWS Chilled Water Supply CV Constant Volume DAT Discharge Air Temperature DB Dry Bulb or Dead Band DP Differential Pressure EF Exhaust Fan ERV Energy Recovery Ventilator EXIST. (E) Existing F Fahrenheit FCU Fan Coil Unit FD Fire Damper FLA Full Load Amps FPM Feet per Minute GPM Gallons per Minute HOA Hand Off Auto HRV Heat Recovery Ventilator HWP Not Water Pump HWR Hot Water Return LAWS Not Water Suppler HX Heat Exchanger HZ Hertz so in, WC Inches of Water Column LAT Leaving Air Temperature MA Mixed Air MAT Mixed Air Temperature MAU Make-up Air Unit OA Outside Air OAT Outside Air Temperature PD Pressure Drop PH Phase PTAC Portable Terminal Air Conditioner RAT Return Air Temperature RF Return Fan RH Relative Humidity RPM Revolutions per Minute RTU Roof Top Unit SA Supply Air SAT Supply Air Temperature SD Smoke Damper SP Static Pressure or Set Point SSC Variable Speed Controller VAV Variable Air Volume VFD Variable Frequency Drive VSD Variable Speed Drive VVT Variable Volume/Temperature W Waft WB Wet Bulb ZD Zone Damper B ► B Baldnein g,, lite. Roof Top Unit LOCATION: Wheat Ridge, CO &I (E)RTU-03 28-Apr-14 Eric Bowhay Partial balance on larger system, no further work required (E)RTU-03 / Outlet-01 28-Apr-14 Eric Bowhay Damper Open (E)RTU-03 / Outlet-02 28-Apr-14 Eric Bowhay Damper Open (E)RTU-03 / Outlet-03 28-Apr-14 Eric Sowhay Damper Open (E)RTU-03 I Outlet-04 28-Apr-14 Eric Bowhay Damper Open (E)RTU-03 I Outlet-05 28-Apr-14 Eric Bowhay Damper Open ,(E)RTU-03 / Outlet-06 28-Apr-14 Eric Bowhay Damper Open B & 8 Balancing, Inc, Roof Top Unit Page 102 B&BBalancing h1c, Roof Top Unit PROJECT: Mountain Vista Retirement Community - TCU Remodel DATE: 4129/2014 LOCATION: Wheat Ridge, CO CONTACT: Eric Bowhay d • y Fan RPM Actual 872 N: Motor al. 482 Volts Motor Amps Amps Motor w Motor HP Motor *" 3 4.4 Amps (E)RTU -04 M" !w Eric Bowhay R b aldor Motor .. Motor HP 5HP Motor RPM 1750 rr Motor 460 Volts Motor Phase 3 Motor (E)RTU -041 Outlet -03 Motor Service Factor Eric Bowhay pamper Open (E)RTU -04 f Outlet -08 8- Apr -14 s e Power Drive Motor as IVL50xl 118 Fan Sheave Make Power Fan Sheave ";it Number *.. Belts I Sheave Center Line 20 1/2 in, (E)RTU -04 28- Apr -14 Eric Bowhay Partial balance on larger system, no further work required (E)RTU -04l Outlet -01 28- Apr -14 Eric Bowhay Damper Open (E)RTU -041 Outlet -02 28- Apr -14 Eric Bowhay Damper Open (E)RTU -041 Outlet -03 28- Apr -14 Eric Bowhay pamper Open (E)RTU -04 f Outlet -08 8- Apr -14 Eric Bowhay pamper Open (E)RTU -041 Outlet -09 28- Apr -14 Eric Bo pamper Open C4 " B & B Balancing, Inc: Page 2 oft Roof Top Unit B&BBalan i cing Inc* PROJECT: Mountain Vista Retirement Community - TCU Remodel DATE* 4/29/2014 LOCATION: Wheat Ridge, CO CONTACT: Eric Bowhay Motor Velts 1 479 Volts Motor Amps 1 17 Fan MWanufacturer Total CFM Design a NN Fan Mel Number Total CFM Actual F a Seri an Serial Number SP Out Actual Motor Velts 1 479 Volts Motor Amps 1 1 .0 Amps Total CFM Design 780 CFM Total CFM Actual 826 CFM SP Out Actual 0,13 in, wc Fan RPM Design 1088 RPM Fan RPM Actual 1107 RPM SP In Actual O 19 in, wo Motor Amps 2 1 .0 Amps Motor AMPS 3 0.9 Amps Motor Rated Volts 460 Volts Motor FIL Amps IYArrips Motor Phase 3 Motor RPM 1725 RPM Motor HP 3/4 HP Motor Manufacturer Dayton Motor Frame 56 Motor Service Factor 125 Motor Sheave Make Browning Motor Sheave Model IVL30 x 5/8 Fan Sheave Make Browning Fan Sheave Model AK46x3/4 Number of Betts I Belt Size A42 in, Sheave Center Line 16 8 & 8 Balancing, Inc. Page I of Fan Unit I Notes U 008f Pi VIKION 4 f CITY OF WHEAT RIDGE uIlding Inspection Division Inspecildn line - (303) 237-8929 Fax . 111531111 1 Ifill I I II at Inspector: Inspection Type: Job Address: T Permit Number- C5 t 2. 3 C () r w' V I � 1,(,) P M F, N ...1 "g- # i * ' 1 0 . W # 0, Building Permit Application Please complete all highlighted areas on we sides Of this form. Incomplete applicationsm not processed. Architect/Engineer E-mail: I 1 Con lWal c tor- cn 011 (11 Contractors City License #: L 5 FOR OFFICE USE ONLY P14"Apen"It # Plan Review Fee. MMW== Electrical: I u"fyic' WR City License # Plumbing-, Ahvnktm /� WR City License # kilechanical: Ab 1 yz , 101 02 44 2 2 09= 4 COMPlete all information on BOTH , , sides of this form of- Architect/Engineer E-mail: I 1 Con lWal c tor- cn 011 (11 Contractors City License #: L 5 FOR OFFICE USE ONLY P14"Apen"It # Plan Review Fee. MMW== Electrical: I u"fyic' WR City License # Plumbing-, Ahvnktm /� WR City License # kilechanical: Ab 1 yz , 101 02 44 2 2 09= 4 COMPlete all information on BOTH , , sides of this form 'unt of materials to used etc.) k —;� f . FULF Btu's +Cations City of � Wh6atRLdge 11LJBLIC WORKS City of Wheat Ridge Municipal Bui Iding 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303,235,2861 F: 303,235,2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: g2-3/z4f/ 141 Re anent ,&yiew ... -- ..... (Required of all prqjects for docunient processing) 0,00 ,e-� 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal change's have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: * Resubmittal Fees: TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL, LICENSING AND PERMITTINGFEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wwwxLwheatridge.co.us Rev 1212 City of Wh6atRijge PUBLIC WORKS Date: ATTENTION: BUILDING DEPARTMENT I have revie\ved the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I . - Ae l 2 . � 3, Site Survey: " OK — Not OK, refer to stipulations. Drainage: a, Final Drainage Report and flan required --- iL- - 'Yes No b. Drainage Letter and Plan required — Yes No C. Site drainage/grading have been revie\ved and are: -OK Not OK; see stipulations CDPS Perrnit & SWMP Approved: - v' Yes — No — N/A 4. Public Improvements 12 be completed: a. street paving/patching: - mf - yes No , Ise curb gutter/drivecut: & Yes 1- c. sideal �#D4- g47�vo w Yes No d. standarysst�reet lights: Yes No e, pedestrian lights: Yes - 'No f storm sewer: Yes -- ZPqo 9. Letter of Credit (LOQ required: Yes _s, No li. Funds in lieu of construction: Yes v-'Nlo If an LOC or funds in lieu of are required, for -,what improvements') Signature David F. Brossman, P.L.S, I i, 12. mm� NOTE. Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.), A Drainage Certification Fetter with by As-Built plans shall be required prior to the issuance of the Certificate of Occupancy. WILLIAm BRUMMETT ARCHITECTS A PROFF-'SS�ONAL CORPORATMN 9501,ogan Street, Sufte#102, Denver, CO 80203 wba@brummettarchitects,com P-72M70.2302 F-720,5M2340 TRANSMITTAL Company: City of Wheat Ridge Building Departme Add re W 29th Ave Wheat Ridge, CO 80033 Regarding: Resubmittal - Construction Plans Date: 21214 Project: Mt. Vista Now Assisted Living Building 4800 Tabor St, •E= ----- ---- - --- -- ------ ------ -------------- ---- ----- nsmitted: Number Date Item 3 2.12.14 Revised CD shoots, Architectural, Structural, MEP 1 2.11.14 Plan Review responses VOON, KNOWLEDGE, HEAR'r, WILLIAm BRUMMETT IT °E A PROFESSIC)NAL, C'ORFIORAT�ON 950 Logan Street, SWte #102, Denver, CO 80203 wba@brummettarchitects.com P-72MM2302 F-720.570,2340 Mr. Kirk Cadotte rja1ft--G#'M4in"* nIrwectt "PF- 7500 W. 2e Avenue Wheat Ridge, 00 $0033 Re. Preliminary Plan review comments - respons] 4800 Tabor Street New Assisted Living Building Mt Vista 11 ! 1 14 11 1 1 111 1 1 In I I III I I 11 1 ::: 1 1 1 1 I I i I 0 ME331�� Response: Spa tub is a self-contained, special tub with side-entry door access and specifically for staff-assist only. JIM REM= M3M VISION. KNOWLEDGE. HEAR WILLIAM BRUMMETT ARCHITECTS A F'R0FES.S00NA,"-. CORF'ORATiON 950 Logan Street., Suite #102, Denver, CO 80203 wba@brutr�tiiettarctiitects,coa n P-720,570.2302 F-720,570,2340 ON =-I Q=ilill!i TITIIPI! �=11,111111119111RUNIM11 I'! Il 117 i 1 11!111 1 111 =01111=1 MV Response: See sheet A2.1 for door swing now reversed. Two exits provided, separated by 44' Is greater than 112 diagonal distance of space of 74'. am VISION. KNOWLEDGE, HEA William Brurnmett Architects 950 Logan St., # 102 Denver, CO 80203 Attn: Bill Brurnmett Re: Mountain Vista Gentlemen: The following is our response to reviewing the application for a new building and tie into an existing structure at 4800 Tabor St., of Mountain Vista by the City of WheatRidge, Colorado dated Friday January."), 2013. Our responses are noted with "M&N Response:" 9, Provide structural detail for steel angle installed on walls to support brick, Sheet A-9.3 detail 4 has a note to see structural but I could not find it in the structural sheets. Also include flashing and weep hole details. 10. M&N Response: Please see revised loose lintel schedule on sheet on 2.1. Additionally, see details I I/SLO, 6/S3.0 and 7/S3.0 for lintel support at the comer of the building (Grids 14 and 15,west side). See Architect for flashing and weep hole details. If you have any questions or comments, please call. Very truly yours, (303) 623-4927 * FAX (303) 623-6602 * cmail; February 1. 1, 2014 Bill Brummett Project: Mountain Vista AL Building Wheat Ridge, Colorado Listed are our responses to the City of Wheat Ridge building department review comments dated January 3, 2014 and Life Safety Division review comments dated 12/18/2013. MECHANICAL CODE COMMENTS ITEM COMMENT 2. Comment. Need manufacturer's specifications on 8 inch dryer vent, damper details, etc. Response: See the attached manufacturer's venting information. 10. Comment: Provide drawings and details for type H hood required for the portable steam tables in kitchen on sheet A-1.2. Response: Per section 507.2.2 IMC 2006 and exception 4, a type H hood is not required for a steam table and the load from the steam table to the room was taken into account for in the rooftop unit sizing. ELECTRICAULIFE SAFETY CODE COMMENTS ITEM COMMENT RMIM I l ii r ii i � I EEM= less, from the nearest visible exit sign. Additional exit sign(s) will need to be placed in the main corridor. IFC 06 1011. 1. 735 South Xenon Court Suite 201 » Lakewood, CO 80228 Phone: (303) 716-1270 - Fax: (303) 716-1272 » www.givenandassociates,corn Response: Exit signs have been placed such that no point in an access corridor in more than 100 feet from the nearest visible exit sign. Two additional exit signs have been added off of the living/dining area 101. Emergency Egress Lighting: Comment. • Additional emergency lighting will need to be provided at tile exit doors with the delayed egress locks so that the user can read the sign on the door, I 06 1008.1.8.6 Item 6. Smoke Detection within Individual Units: Comment: Provide information on tile smoke detectors to be installed within occupant living units. Smoke detectors need to be single station 120 volt unit with battery back-tip. IFC 06 907.2.6.2. Response: 120 volt connections for units o e detectors have been added to Sheet E2.3 and panel schedule L on Sheet E5.1. Comment. Single station smoke detectors shall be provided with a visual indicating light on the corridor side of the unit. IFC 06 907.2.6.2 Exception 1. Response: Noted. Range Hood Wall Oven and Microwave: Comment. Sheet E2.1 notes a range hood to be installed over tile wall oven and microwave. I did not see any information oil the Mechanical Plans. Could you please provide information on this hood. Response: A hood is not being installed. The reference to a range hood on sheet E2.1 has been removed. Replacement Generator Comment. Various comments. Response: Comments have been noted on electrical site plan E2.0. Comment: The room containing the main distribution panel in tile electrical room shall be pro vided with a sign stating "Main Electrical Disconnect" in a minimum of one inch letters on a contrasting background, as noted on Sheet A- COV. IFC 06 605.3.1.2. Amended. Response: Noted. Comment. Rooms or closets containing electrical panels shall be identified with as sign stating, Electrical Room" in a minimum of one inch letters on a contrasting background, as Noted on Street ACOV. IFC06605.3.1. MEM#MMBE= Comment.- Thefire alarm panel and reinote power supplies will need to be provided with a separate and dedicated circuit. Tile circuit breaker shall be identified in red and a circuit breaker lockprovidedfor thefire alarm circuit. NFPA 72 2002 4.4.1.4.114.4.1.4.2.2. Response: Noted. The building fire alarm system is existing and will be expanded into the area of work. Comment: Circuit breaker locks will need to be placed oil fire protection, smoke dampers and emergency systems. Response: Noted. Comment: Tire circuit directories within the circuit panels will need to be identified. IFC06605.3.1. Response: Noted. Win Ur Maltifiv """Fierw nor shallflexible power cords pass through wall, ceilings or doorways. IFC 06 605.5. MEMMMM= Sincerely, FEB 112014 Jeff Given, P.E. Given and Associates William Brunnett Re: 4800 Tabor Street mum I ain in the process of reviewing the application for a new building and tie into an existing structure, I require the following information in order to proceed with my review. Once I have this information I can continue my review, If you have any questions feel free to e-mail me. www.d.wheatridge.co.us jorwalmgw CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CD 80033 p 03,235.2855.f 303.237,8929 a agency indicated below and ,9-ad Mmytal of die t i Aaencv Notes: Signature:— Fire Protection District \/± uafety -Division Date: December 18, 2013 Reviewed By: Steve Steigleder The building address numbers will need to may need to he relocated due to the new inch numbers on a contrasting background. IFC 06 505.1. Fire lanes will need to be posted on each side <h©e ©- "No Parking Fire Lane' with signs that meet Ci» #< »« s,e Ridge Standards. IFC 06 503.3. 7903 Allison Way Arvada, Colorado 80005-5033 30 -424-3012 7 �'WT T - 1 lFC 06 I Mt. M1 One Hour and One and one-half hour rated fire doors shall be provided with signs stating, "Fire Door-Do Not Obstruct" ♦ Fire Door-Do Not Block in a minimum of one inch letters on a contrasting background as noted on Sheet A-COV lFC 06 703.2.1 9M MMMMMMU�� The doors shall unlock upon loss of power controlling the lock of lock mechanism. -04 A- - - - FiRIT! 1 7PI1 1 11 1 11KI IF 111 q I I III I I I MEMM= jr.ff") P073mr doors are not provided from this room. lFC 06 Table 1004. L L P 1111�1� IF N the sprinkler system. The cost of the permit is 150.00, plus 1.50 per head. IFC 06 105.4. L The underground fire line installation and flush will need to be inspected and witnessed by the Valley Water District. The Life Safety Division and the Valley Water District will witness the 200 lb. hydrostatic test. plans at a minimum height of 36 inches above finished grade and within 150 feet of the the existing fire hydrant. lFC 06 903.3.7. Amended. The hose treads on the Fire Department Connection will need to be National Standard Threads IFC 06 903.3.3.6. it =p review comments. IFC 06 912.3. 1. -n I MEN Rough inspections will need to be conducted of sprinkler piping. Any necessary conwHA)a • t* c44 pijin& lFC 06 901.5. JFC 06 106.3. 0 fte ler 1 11'4� minimum of one inch letters on a contrasting background. lFC 06 903.1.2-Amended. proprietary service, lFC 0• 903.4.1 Fire Alarm System: ME' TV rj'#77 V*7 =7" t TIR77 installation of the fire alarm system. The permit cost is 150.00, plus 1.50 perr devicl 1FC 06 105.4. comment prior to iiisbillation. lFC 06 901.2. W# 9♦ MMITTMIMM, I MEMMEMM�� I A 4. Annunciation. ki LIM RM Code. 17= MMEMM EFC 06 312.2. • twelve-the (12,000) pounds applied thirty-six (36) inches above the adjacent ground surfaces. ' ffm sign stating "Main Electrical Disconnect" in a minimum of one inch letters on a con background, as noted on Sheet A-COV. EFC 06 Amended. T Room" in aminimum of one inch letters on a contrasting background, as Noted on Sheet A- COV. 1FC 06 605.3. 1. The fire alarm panel and remote power supplies will need to be provided with a separate and dedicated circuit. The circuit breaker shall be identified in red and a circuit breaker lock provided for the fire alarm circuit. NFPA 72 2002 4.4.1.4.1/4.4.1.4.2.2. 3 11111i, R151111111 111111111 �ilillill irpi�J�Ijqlil' 111�111111 1 IFC 06 605.3. 1. L 'WRIMMAMMM through wall, ceilings or doorways. IFC 06 605.5. Fire Extinguishers: WTI- on each floor of structures under construction. IFC 06 906.1 (4). -I, Curtains, draperies, hangings, or decorative materials suspended from walls or ceilings shall meet the flame propagation performance criteria of NFPA 701 Section 806.2 or be non-combustible. IFC 06 807. 1. 1, TMMP IFC 06 807. 1. *f NFPA701 and documentation from the manufacturer shall be provided. IFC 06 806-2. PrIMUMP I # - - a spread is not present. IFC 06 807. 1. minimum of one inch letters on a contrasting background. IFC 06 504.3. M= The Knox Box may need to be relocated due to construction. IFC 06 506. 1. EM A fire evacuation plan is noted on Sheet A-COV. Please provide a copy to the Life Safety Division. lFC 06 404.3.1. TIMM. KIM to schedule inspections and tests. ff 1120 Liwoln Street, Suite 1000 !! t contaot.. Midhw Moore, ' 0310412014 it R141,01 cm 1. INTRODUCTION 4. Site Location areas outside the 1400rcent and 0.2-pere6ht-annuakohahce floodpWns." Zone X (unshaded) Flood Areas are considered to be outside the I Myear and 500-year floodplain. 7#-W*Mposed Project Description A. Major Basin Description One-hour rainfall P, values were taken from Table 5.1 in the CCD Storm Drainage & Technical Criteria, For the 5-year storm, P, = 1.45 inches and for the I 00-year storm, P, 2.65 inches. B. Runoff .a. rhr. MIFOOMM=7 U - Stonn Unit Flow Allowable EDS 1 uo M" Frequency Val Release Rate Y ar) C Soil) (Cfs) 0 Nor, N Table 1 Allowable ED B Release Rate "r Surface I Storm Frequency Volume P"ation (Yor) r (cuft) 00 Table 2: Ell Volume and Water Surface Elevation According to the Jehn & Associates Study, the combined release-rate for both existing onsite detention facilities is 0.54 cfs during the minor storm event and 3. 19 cfs during the k�e A#Jed deten _,lion basin will be desioned to release at D. Streets F I I N can be seen in Appendix B. All proposed storm sewers are designed to convey the peak runoff from their respective basins during a major storm event per the City of Wheat Ridge requirements. Calculations and HGLs can be seen in Appendix B. The proposed project will not adversely affect drainage patterns on the Project Site or negatively affect adjacent or downstream property. The project was designed in accordance with City of Wheat Ridge drainage criteria. Local and regional drainage district drainage criteria and policy were used in the design of the project, ?± » *2� ?2 ? - f24 2� »ff4� ;T * :� : © « > « ° » » « ■ ©4 <� . T� »2«: 6. G «y Dra Stud Jehn f Assoc August + ©° Mountain Vis Fin Draina Re port . 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Tuesday, Nov 26 2013 100-YEAR NON-ROUTED EMERGENCY FLOW User-defined Highlighted Invert Elev (ft) = 5451.47 Depth (ft) = O.34 Slope (%) = MO Q (cfs) = 18,51 N-Value = 0.013 Area (sqft) = 148 Velocity (ft/s) = 5.32 Calculations Wetted Perim (ft) = I7.82 Compute by: Known Q Grit Depth, Yc (ft) = (x.48 Known 0 (efs) = 18.51 Tap (ft) = 1781 EGL (ft) = 078 (Sta, El, n)-(Sta, El, n) (0M, 5453.00)-(T57,5451,70, 0V3)-(17.13,5451A7, O.013)-(32,57,5452.16,0,013)-(40.64, 545Z69,0.013)-(51,52,5453,00, 4,013) Elev (ft) Section Depth (ft) 5454.00 __r ------ - 2,53 9{� -5 0 5 1 0 1 5 20 25 30 35 4 0 45 50 55 50 MN Im Im Im WE Im I & I * I # a * Mo. a Design Procedure Form- Extended Detention Basin (EDS) if] Designer: An Messer Company: MKS Date: projeft Adountaltr Vi is Localism Wheat Ridge, GO 1, Basin storage Volume A) Effedive Imperviousness of TrWary Areaj % 8) Tributary AreWs Imperviousness Ratio (i - ,5100 j 0,672 C) Contributing Withashad Area Area r 3,384 ac D) For Watershods Owsids of the Donvor Region Depth of Aywage d.. in Runoff Producing Smarr choose one E) Design Concept S111, (Safact EURV when also design" for flood contrail 0 roster QUO sly CW— w— (WV-V 0 laxess lease Aunaff vokwhe (EURV) F) Design Volume (1,2 WOM Based on 40*tmw Drain Time vc,"e ---- AO89 ac-ft (Verwon - (1,0 *(0.91 `$ -1.'19 * i` +0.76 112 *Area 1,2) G) For Watersheds Omside of this Denver Region, Volvo. Onwaz Water Dooley Oppose Volume (WQCV) Design Volume (V , (d.*(V H) User Input of Water Quality Capture Volume (VVOCV) DeSOn Volume VorswNtow --ft (Only I a different V%GCV Design Volume is desired) Choose Oce predominant Watershed NRCS Soil Group OA 08 rapt *CID J) Excess Urtion Runoff Volume (EURV) Design Volume For HSG A: EURVA - (0.1878i - 0.0104)*Ame EURV ac-f For MSG 8 E 11 - ( 0,117& - 0,0042)*Area k For HSG C/D: EUR\6 = (0.10431 ^0. 1)* s 2, Bash Shape: Length to Vfth Ratio L:W= 2,0 1 (A basin length to width ustat of at West 2 :1 vdl improve TSS reduction,) 3 Basin Skm.ShM s A) Bash M.k.. SO. Step.. ax Z- 4c0 ft ift (Horizonital distance per unit vertioei, 4;1 of Below preferrecg 4, Intel A) Describe means of providing energy disc pslion at concentrated UD-BMP atmAs. EDB 11120120M 11:32 AM Design Procedure Form: Extended Detention Basin (ECHO} wan With Roct, Notch Shoot 2 of 4 Desl ant er- Andrew Messer F) Discharge Pipe Size (minimuct 8-horrits) Calculated Q. - in corepany, HIKS DAW nave or 20, 2013 G) Rectangular No" Wdh Calculated K 4,2 in Project: M*Unwo NASIA Location: Choose Ore 5, Forebay 0 Connote A) Type of Trickle rharintu 0 soft Nast" A) Mnmwn For ay Volume F) Slope of Trickle Charml Wren = DOD2 SC-4 (V. = L% of the V4CV) 7, Micterpoof and Outhe Shviculas 8) Actual Forobay V V, = a--A # = 2,5 ft C) Fore may Depth 81 Surface Area ofMiursiater 110 fe ininkrum) D, m 10.0 In is s ir - A = 98 Inch maximum) C) Outlet FypQ 0) F—bay D arga Choose Orie Onke plate I) Uncialtervid 100-year peak Discharge 0140 14,55 ds 4) Faraday Discharge Design Flow 0, - 0. on (O , U2 * O Concept Chosen Under 1.E. E) Volume to Drain Over prescribed Tit" E) Fortituty Discharge Design e Chooss, One T, = ic hours, RMRC� wan With Roct, Notch 0 Wall With V440tch Wek F) Discharge Pipe Size (minimuct 8-horrits) Calculated Q. - in G) Rectangular No" Wdh Calculated K 4,2 in Choose Ore iS S. Trickle Charmer 0 Connote A) Type of Trickle rharintu 0 soft Nast" F) Slope of Trickle Charml S. 0,0040 ftift 7, Micterpoof and Outhe Shviculas A) Depth of Washout (2,6-feet orininhim) # = 2,5 ft 81 Surface Area ofMiursiater 110 fe ininkrum) A,= 60 soft is s ir - ...... C) Outlet FypQ Choose Orie Onke plate 0 fatter (Dwtrp)" D) Depth ot Design Verrone (EURV or 1,2 WQCif) Based on the Matter H = 3.21 hurt Concept Chosen Under 1.E. E) Volume to Drain Over prescribed Tit" WQCv - 0,074 ac-ft F) Drain To" T, = ic hours, (Min To for VVUCV= 40 bows Max In for EURV- 72 frours) G) Re enhad Maximum Outlet Area per Row, (A 0,22 square inches H) Odeon Dirrianstrons: I) CircularodArm Diameter or 2 Inches 0) Vfth of 2 High RoclangukK Onfive W.,— Inches 1) Number of Columns n = 9 number J) Actual Dos' Outlet Area per Row A.= 0,20 square inartes K) Number of Rows (rr) n = 9 number L) ToW Dollar Area (k) A. m 1.9 square Inches M) Depth of YsDCV (Illurcy) H,,,, feet (Estimate use actual relationship and v ) N) Ensure Mirumurn 40 Hour Drain Time for VVQCV To vW0Qv » — bows UD-SMp_v3.02 atM,Xls, EDS 1112=013,11:32AM Obai Aar Meaw coraporwy: [Date: govionber Ze, p43 Project; Dora to Location: eat e, aet 3 o4 4 Us , B. initial Surcharge Vo A) Depth of ..... Surctaaego Volume D11i °' 4.O in y ' (Minimm recommended aeon is 4 Inches) 8) Minimum wwa l Surchome Vokone V #s = cu it (Minimum vokinut of 0.3 of the V) } C) initial Surcharge Pr M ool V.= 2GY,f3 cu ft 9. Trash R Other (up for ) A) Type of Water Ouggity Orifice Cued o Redanquiar (r ) 8) Water Quality Screen Open AreeA M 38.5 " {ea j. p b9 s ru t C) For Z, or S dS Fact Shw T -12); i) Width of Water Qtaa ty Sonion and Conande Operwing 12,0 inches h) Height Water Quataty Screen [4s) Hra u t .s kicnes CAhc :i. iii) Type of orr, QO ` t if "O 5 -S Sc 13 P_v3,02 atin xts, EDO 11120121)'13, 11,32 AM HISS . W ATER . IUA I & DETENTION COMPUTATION Project Igo.: 130411 Project Flan e: Mountain Vista Calculated 6y: Andrew !Messer Date: 5-Nov-13 Soil Type {FRCS} C Area (acres) 3.384 Percent impervious {) 67.20✓ impervious (Nunn) 0,6720 t� V5= 0.166 acft - 7236.3 cubic feet V 5 + WQ - 0155 eoft 11112.5 cubic fret V100 0.402 acft - 17529.0 cubic feet V100 +1I2VQ 0,447 a cft 19456:9 cubic feet Pi ma . 1 N -YR I(s • *. f ool c (C2 7.9 7-, 7 ry c r , > I — . 4 f ZA . r Date: zo C. LH Job NumbelC ! 3. a o ► Page No- APPENDIX D fin g Drainage Plan Mountain Vista Final Drainage Report Page D EERM 7 ExwmmwiwEKM mare arnea w�.n u.,er.1 aixwsca a a� ammo +am, t a j � TI $ R ♦, z- �1 Ll }, a` 7 P � t u { {)t( F R EERM 7 ExwmmwiwEKM mare arnea w�.n u.,er.1 aixwsca a a� ammo +am, �•ffi Monroe & Newell Engineers, Inc. A lf� 64W41 -& P/' �e le / Denver, Colorado 80202 STRUCTURAL ENGINEERING CALCULATIONS For: Mountain Vista Retirement Community 4800 Tabor Street Wheat Ridge, Co M &N 49285.00 f- U t LPW "5ta'g4cLl Validity of permit: The i >;;.: dr a9 a pwmit of appvM of 1*ra, sl and computations shall rat wai r wwA for, or an approval of, any any of the provisions of the building code or of any City ordin, Permits presuming to give authority to violate or cancel the provi building ,77 STRUCTURAL ENGINEERING CALCULATIONS For: Mountain Vista Retirement Community 4800'1'abor Street Wheat Ridge, Colorado M. #9285.00 R-, AT % 'A These drawings and calculations are the property of Monroe & Newell Engineers, Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe & Newell Engineers, Inc. is strictly prohibited. **P.E, stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. October 25, 201 ' ) www, monroe-newel I, cc)m 1400 Glenarm * SUite 101 * Deriver, Colorado 80202 (303) 623-4927 * FAX (303) 623-6602 * email: denver@nioriroe.-tit,,.well,(,,oiyi Table of Contents 9MEMSEM 9MMIMOM 1- 13-14 15-49 50-55 56-81 82-90 Monroe Newell Engineers, Tticp. CALCULATED — —�� �� 4—.-- CRATE CHECKED �Y..�:,,�...__ .M��„�.. _ .�. gATE w i „ d,�`: . q ✓ ,,.. r Al L M s d x at „ d. x i �e a 4 : Monroe & Newell Engineers, hic. JOB SHEET Na ... arM CALCULUED CHECKE��� "a DATE baaw PRU'DJU MM- � "Pomm, A a. V/ PRU'DJU MM- � "Pomm, Title Block Line I Project Title: You can change 'his area Engineer Protect 0: using the 'Settings' menu item Project Descr and then using the 'Printing & TIte Block' s0ection, Title Bieck Line 6 ....... . ... . ...... . ..... ........... . Fie P:",92,85-41-l',ENG�NE-IICWcsW''V Wood Beam Mrnel A, wp =A�. 4°d.1+ 1I.- .- E-W laterar analtsis diaphragm ioads CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBCC 2007, ASCE 7.05 Loads on all spans-, Load Combination Set: ASCE 7-02 Material Prop q!e!s . .. ............. .. .. Uniform Load on ALL spans: W = 0,4750 kift Analysis Method: Allowable Stress Design Fit - Tension 2,850.0 psi E e Modulus of Elasticity Load Combination AS CE 7-02 Fb - Compr 2,850.0 psi Ebend-xx 2,000,0 ksi Fc - POI 1,600L0 psi Eminbend - xx 2,000,Oksi Wood Species y TecLam Laminates Fc - Pert 750.0 psi Maximum Bianding Stress Ratio Wood Grade TecLam 2.OE Fv 285.11 psi Ft 1,000,0 psi Density 32.21 act Bearn Bracing Beard is Rally Braced against lateral-torsion buckling Section used for this span Applied Loads v ioa ed Loads on all spans-, . .. ............. .. .. Uniform Load on ALL spans: W = 0,4750 kift DESIGN SUUMARY Maximum Bianding Stress Ratio 0.7041 Maxim= Shear Stress Ratio 0.429:1 Section used for this span 4-1,75x18 Section used for this span 4-1.75xl8 fic : Actuaf 2,006,20psi fv a Actual 122. psi FB: Aflowabie 2,850,00psi Fv AHowiticie 285,00 psi Load Combination +D+W+,A Load Combinanrin +D+W+H Location of maximum on span 21,000ft Location of maximurr on span = 21 ,0(70 If Span # where maximum occurs Span # 2 Span # where maximurn occurs Span # 2 Maxim urn Deflection Max Downward L+Lr4S Deflection 0.000 in Ratio = 0 <360 Max Upward L+Lr+S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 2,145 in Ratio = 2': Max Upward l'otall Deflection -0,335 in Ratio = 7 9 1 11 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress qatios Moment Values ...... . ....... $hear Values Segment Length Span # M v Cd C i Cr Cm C t CL v hi Fv D nl � 6 '00 0,00 . . .... 0, . 00 0,00 Length = 29.0 ft 1 1,00 1,00 1'00 11,00 1,00 1,00 3'00 2850,00 0100 0,00 285.00 Length = 21 .Oft 2 1,00 1,110 1.00 9 ,00 1,00 1,00 1.00 2850,00 0,001 0,00 285,00 Length = 301.0 ft 3 100 1,00 1 W 100 1Z 1,00 9'00 2850,00 0.00 0,00 285= +D+L• H 1,00 1,00 1,00 1,00 1,00 1,00 HO 000 0,00 000 length = 229,0 If 1 1.00 1.00 1.00 1,00 1Z 1,00 1,00 2850,00 0,00 0,00 285,00 Length =2 2 ,O ft 2 1,019 1,00 1'00 1,00 9.03 1 .00 1,00 2850,00 0,00 HO 285,00 Lergri, 39,0 ft 3 1,00 1.00 1,00 1'00 1,00 1,00 1,00 18509.00 0,00 HO 285,00 +-D+L, 1.00 1,00 1'00 1,00 1.00 1.00 0,00 0,00 0,00 0.00 Lengtl ?9,0 q 1 1,00 1,00 3,00 1.00 1100 1,30 ^ .00 2850,00 0,00 0,00 285,00 Length -21 P 2 1,00 11,00 1,00 1,00 1.00 1,00 1,0s3 2850,00 0100 0,00 285,00 91 Title &ock Line I Project T41e� You can change this area Engineer: Proiect ID: usng the - Set tfings' rrenu item. Project Naar: and then using ne 'Printing & Tito Nock' selection, Desaiption $, E•W iatefalanaiysls diaphragm foads Lead comb nation ktax Siress Ratios Moment Values Shear Values Segment Length I'll, 1111111111111111.., Spw M V C d C r;v C i Cr C m C � C L, M fb Fb V to F'v Length = 39,0 it 3 1,00 1,00 1,00 ... ..... . . 1,100 1,00 1,00 1,00 2850,00 0,00 0,00 285,00 +D+S4H 1,00 1,00 1,00 1M i3O0 1,00 (Loo 0,00 0100 U0 Length =29,0 ft 1 1,00 1,00 1110 1,00 1,00 i3O0 1,00 MOM 0,00 0,00 285,00 Lengtti = 21,0 ftt 2 1,00 1,00 100 1,00 1,00 1 M 1,00 2850,00 0,00 0,00 285,00 Length -39.0 ft 3 1,00 1,00 1,00 1;00 1,00 i Z I Zo 2850,00 0,00 0,00 285,00 +D+C350Lr+0 750L+H 1,00 1,00 1104 1,00 ".O4 1,00 0,00 0,00 0,00 0,00 Length = 29,0 it 1 1,00 1 .017 140 1 100 11;90 1 ,00 1,00 2850,00 0,00 0-00 285,00 Lengif) = 21,0 It 2 1,00 1.00 1,00 1.00 IM i 00 1,00 MOM 0,00 4100 286,00 Length, = 39,0 It 3 i3O0 100 1,00 1,00 1,110 1 1,00 1100 2850,00 0,00 0,00 285.00 +D+0.7501.; +t3 1,00 1,00 1,00 1.00 1 1,00 IM 0,00 0,00 CLOG 4,014 Lemtgh = 29,0 ft 1 1,00 1.00 1,00 1.00 1.00 1100 1 "110 MOM 0,00 0,00 285,00 Length = 21 .G ft 2 1,00 1,00 1,00 8.00 IM 1100 1M 2850.00 (WO 0.00 285,00 Length = 39,0 ff 3 1,00 IM 9,00 1100 I M 1100 1,00 285H4 0,00 0A 285,00 +D�W' H 1,00 1,00 1,00 1,00 1,00 1,00 4,00 0,00 0,00 0,00 Length = 29,0 ft 1 0,417 0,297 1,00 1,00 1,00 1,00 1,00 1,00 1,00 37,48 1,189-60 MOM 7,11 64.68 285,00 Langth - 2 +0h 2 O, 704 0,429 1,00 1,00 1,M 1.00 I W 1,00 1,00 63,20 2,006.2() 2850,00 10.26 122,15 2KI.00 Length = 39,0 h 3 4.704 0,420 1.40 1,00 1100 IM 1,00 1,00 IM 63,20 2,00620 2850-00 10,26 122,15 2135,00 +D+0,70E+H 9,104 t,00 1,(9) 1,00 1,00 1 Zo 0,00 0,00 0,00 0,00 Length = 29,0 q 1 1,00 1.00 1,00 1,00 1,00 1,00 1.00 2850.00 0,00 UO 285M Length = 21,0 4 2 1,00 1,00 1-00 1,00 1,00 1,00 1,00 2850,00 UO 0,00 285,00 Length = 39,0 ft 3 100 1,00 1,00 100 1.0€7 1,00 1,00 285 W10 0.00 0,00 285,00 +D+O 75OLr+0,750L+0,7500 +ti 1 ,04 1,00 1,00 1,00 1,00 1.00 Ho 0.00 0,00 0,00 Length = 29,19 1 1 0,313 0,223 1.011 1,00 1,00 1,00 1,00 1.00 1.00 23, 192,35 2650,00 5113 6151 285,00 Length = 2 1,0 1 2 U28 0,321 U0 1,00 1 ,00 1,00 1,00 1.00 1,00 47,40 1,504,65 '2850.00 7,70 91,61 285D13 LengM 39 O ft 3 0,528 0321 1 W 1,00 1,00 1.00 1,00 1.00 1104 47 AO 1,6074,145 2850,00 7,70 91,61 285,00 +00 +035(Xri 1,00 1,00 1,00 1,00 1,00 1,00 UN 0,00 0,00 0,00 Lengi = 210 ft 1 1,00 1,00 1,00 1,00 1,00 1.00 1,00 2850,00 0,00 0,00 285,00 Lenqtb = 21 2 1.00 1,00 Up 1,00 1,00 1,00 1,x04 2860,00 0,00 0,00 285 Length = 39,0't 3 1,00 1,40 IM 1,00 11,00 1,00 1.0'0 2850,00 0,00 01010 265,00 +D+0,750L+07505 +0,750W+H' 100 1,00 1,00 1,00 1.44 1.00 0,00 0,00 0,00 0,00 Length 29,0 ft 1 0,313 0,223 1,30 1,04 1,00 1, 1,00 1 M 1.40 28,11 892,35 2850,00 5,33 63,51 285,00 Length 2 ft 2 O 528 0,321 1,00 1,00 1,00 1:40 100 1,00 !00 47.40 1 ,504,65 2850,00 7,70 91 V 285,00 Length 39,0 ft 3 0,528 0,321 1, 1.901 1-00 1,00 1,00 1,00 1,00 4T40 1,504,65 2850M 7,70 91,61 285,00 +D+0,750L+0.75()S+0 5250E+H Loo 1,00 1,00 1.00 1,00 t,00 0,00 4,030 OM UN) Length -29.0 ft 1 1,00 ibo 1,00 1,00 1,00 1.00 1,00 2850,00 11. 42 OM 285,00 Length 2 ft 2 100 1,00 1,00 1-00 1,00 1,00 1,00 MOM 0,00 0,00 285,00 Length ;39.0 3 1,00 1,00 1,00 1,00 IM 1,00 1,00 2854,00 0,00 0,00 285,00 i- £3,64 '10 +H IM 1,00 1.00 1,00 1,00 9,04 0,00 0,00 100 0,00 Longth = 29,0 It 1 0,417 0297 1.00.? 1.00 1,44 1,00 1.00 1,03 100 37,48 1,189.80 2850,00 7A1 84,68 285,4 Length = 2 .O ft 2 0,704 0.429 1,00 1,00 1,00 1,00 1Z 1,00 1,00 63,20 2,006,20 2850,00 10,26 122,15 285,00 Length = 39,0 it 3 0,704 4,429 1109 1,Z 1 ,00 1100 1.04 1,04 1,030 63.20 2,006,20 2850,00 10,26 122,15 285,00 +H0E)+0,7GE+H, 1 1,00 IM 1,00 1,00 1,00 1,00 U0 0.00 0,00 0.00 Longth = 29,0 it 1 1.00 1;t00 100 1,00 1,00 1.00 1,00 2850,00 0,00 HO 285.43€; Length - 21.0,1 2 1,00 1,00 1,00 1.04 1,00 1.40 1,00 21350.00 0,00 0,00 285,00 Length, = 39,0 ft 3 IM 1100 1,00 1.00 1,00 100 1,00 2860, 0,00 0,00 285,00 Overall Maximum Deflections - fat red Loads Load Comtonation Span lmax. Doti Location m Span Load Combirrator, Max, '+* .. . ..... SO,' ..... . Location in Span w 66 -- fJ - 6 , 4 - 7 - 0"0 - 0 - 0 - 60 , 2 0,0000 1 3,647 W Only -0,3353 12,176 W 4n 3 2.1455 21,30 0,0000 12.176 Vertical Reactions - Unfactored Supped notation Far left is #I Values in K Load combbzhiion Support I suppoit 2 Support 3 Support 4 . ...... .. ..... .. rall A Xh uni 7 - 610 - " , , ---6 57 11, ''I 7101 7AQo W Only 5,967 11,057 17,609 7,642 61 CODE REFERENCES Calculations per N 2005, lBC 2006, CAB C 2007, ASCE 7.05 Load Combination Set: ASCE 7-02 Material Pia pe rtle Anaiyss Method: Allowable Stress Design Fb - Tension 2,850.0 psi E: Modutus of Elasticity Load Combination ASCE 7-02 Fb - Compr 2,850,0 psi Ebend- xx 2,000,Oksi DESIGN SUMMARY Fc P11 1,600,0 psi Eminbend - xx 2,000.Oksi Wood Species TecLarn Laminates Fit - Perp 750,0 psi Maximurn Bending Stress Ratio Wood Grade TocLam 2.OE Fu 285.0 psi Ft 1,000,0 psi Density 32,210pof Beam Bracing Beam is Fully Braced against lateral-torsion buckling Section used for this span Applied Loads Loads on all spans_ Uniform Load on ALL spans: W = 04750 kill DESIGN SUMMARY Maximurn Bending Stress Ratio 1.2601 Maximum Shear Stress Ratio 0.515: 1 Section used for this span 4-1.75x18 Section used for this span 4-1.75x18 to: Actual 3,591,66psi fv Actual 146,74 psi FB: AHowaloe 2,850,00psi Fv AHowable 285.00 psi Load Combination +D+W+H Load Combination +D+W+H Location or maximum on span 45,500ft Location, of maximum on span 41,911 it Span # where maximum occurs Span it I Span # where rraximum occurs Span, # I Maximum Deflection Max Downward L+Lr+S Deflection 0,000 in Ratio = 0 <360 Max Upward L+L.r+S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 2,781 i Ratio = 215 Max Upward Total Deflection -0.524 in Ratio = 480 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios element Values Shear Values Spars It Segment Length Spa �d C Fv C � Cr C or C v tv F'v 0.00 0,00 0.00 0.00 Lentigi - 410 it 1 1,00 1,00 1,00 1,00 1,00 1.40 1,00 2850,00 0,00 0,00 285,00 Length = 50.4 it 2 1,00 1.44 1,00 1,00 1,00 1,00 LOO 2850,00 0,00 0,00 285bO Length = 2 1,0 ft 3 f ,00 1 00 1,00 1.40 ".so 1,00 1,00 2850,00 0,00 0,00 285,00 Length z 46,0 it 4 1,00 1,00 1,00 1,00 1,00 1,00 1,00 2850,00 0,00 0 00 285DO Length = 46,0 it 6 1 „'i3 1,00 1 Go 1.00 1,00 1,00 1.00 2850,00 0,00 0,00 285,00 Length 30,0 ft, 6 1,00 1,00 1,00 1,1130 1,00 1,00 1.00 28510,00 3,00 0,00 285,00 +0+L+H i'00 1,00 1,00 1,4#1 1,00 l,GO 0,00 0,00 0.00 0,00 Length = 43,0 It 1 1,00 1100 1,00 1,00 1,00 1Z 1,00 2850,00 0,00 0.00 285A LenO :50.0 If 2 1.00 1,00 1,00 1,00 1.00 1,00 1:00 2850,00 0,00 0,00 285,00 Length : ft 3 1,00 1,00 1,00 1,00 1,00 1,00 1,00 285OZ0 HO OZ 285.010 T t #e Block Une 1 You can change this area :sing the 'Settings" nnen;1 iterl and then= usirg the 'Printing Title Block' selert can. T610 Bloch Line i Wood Description ; _S fsfetal gnat sis diaphragm loads Project T.tle: E n g ineer: Project Descr: Protect ID: 6 M, 19WV13, BWd'6-13,fi.X Vfe 11 Load 0'omb n06 Max Stress Ralfis .... _... _.. Moment Values Shear k Segment Length Span 4 ,.�... f 1 1 (1h 70 F 0 ” i ta m C t ,... L ._,.. ... .... _.. fb ... ,. 0 b ...777.7.... „ L ,....M ... ,. t6+ ,.,...�.., Fv 1 e .g°00 46,0'1 4 1,00 1.036 1.06 1,00 .:„ 1,00 1,00 1,00 2850,00 0.00 0,00 285.b(I 0e €tgtt,w46:0 ft 5 1,00 700 100 1,04 1,00 1.00 1,030 28573,130 7;.00 0.00 28500 Length -37 it 6 1.00 ?,00 "GO I,IO 3.01() 1.00 1100 2850.003 0,00 0.010 285.b0 +NU +H 1,00 U0 1.00 1,00 1,00 IVO U0 0.00 0,50 0.007 Length - 43,0,t 1 1,0Ci 3,00 9.7 4 M30 1.00 1.077 1.00 2850,00 0.00 6.60 285,010 Length = 50.0 4 2 1,00 1.010 I :00 1.00 1130 1.00 1.770 2850.071 0,00 0.00 265,00 Length µ 2 tt 3 1,00 1,00 1.070 1100 1,00 1,00 1,00 2850,07 0,00 Us 285,00 LerOgth =46,0ff 4 1.00 1.00 1.003 1.00 1,00 1,00 1,00 2850.00 01730 0,00 285,003 Lergth = 46,0 #t 5 1,00 I A) 100 1.00 1.00 1.00 1.00 2850.btt Ho 0.01 285.00 Length = 30.011 6 1,00 1.010 1,00 1.00 1,00 1,00 1,00 2850,00 0.00 0.00 28540 +L3+S +fi 1,00 1,00 1.00 1,00 1.0 1.00 f`.0 0,00 0,00 0.00 Length = 43.0 ft 1 1,00 #,00 1.601 1.00 1 A 1,00 1.00 2850.00 0.00 0,00 285,00 0 €3717 � 50,01t 2 1.00 1.00 1,00 1,86 1,005 1,00 1,0'30 2866.00 0.00 0A 285,00 Length = 21.0 ff 3 1.00 1.0`? 1,00 5.00 1.00 1.00 1,00 285U0 (1.88 b,0t) 285.00 Length =46.01 4 1,00 1,00` 1;00 1 Z 1,00 1,00 1.000 28St7.0Q 0,00 0,60 285,00 Lesngtha 46,bft 5 1,00 1,00 1,00 1,00 1.00 1.00 1,00 2850,00 U0 0,00 255.00 Length = 30,0 kt 6 1,00 1.06 1.7701 1 .00 11 ,00 1,00 3,06 2850,00 0,00 0,030 285,00 +D +0 , 75GLr +03 :7500 +93 1.000 1700 1,00 1 .00 1 1.00 1.001 0,00 0,001 0.00 0.00 Length = 43.0 ft 1 1 vo $ 0 I,003 1.00 +,,06 1.00 1,00 2850,00 0.00 0,00 285.0Q Length - 50.0 ft 2 1,00 1 1,00 1.00 100 1 ,013 1.00 1,00 2850.00 U0 0,00 285,00 Lent ..27,O ff 3 1,60 11100 1, 2{7 8,00 1,00 1,00 i.b0 2880.00 6,00 0,00 285,00 Length .= 46.0 Et 4 1,060 1,00 1.53 1.50 1,00 1,00; 1.00 2850,00 0100 0,00 285.00 Length :46.0)3t 6 1.00 1.003 1,00 1,007 1,00 1.720 1.00 2850,00 0,030 0.00 ,85, L ength , ,- ,- 30,6 It 6 1.00 1,.00 1.603 1..00 1,00 1,00 1,00 2850,00 0,00 0,00 235.00 +DiO,750L +0,750SiH 1.06 1.6{9 1,00 1,00 1,071 1,00 0,00 77,00 0,00 0;00 Length, = 433,0 #; 1 1.001 9,00 1,00 1.00 1.00 1.00 1.001 2850.00 6:tb0 0,002 285,023 Leegth = 50,0 ft 2 1:6{,2 1.Cal 1.00 1,06 ":C?+ 1.66 1,004 2650.00 0,00 0.00 265,00 Length : 21,0 ff 3 1,001 1.00 1,00 1,00 1,00 1 „60 1,00 2650,00 0.00 0,00 285,710 Length = 46.03 ft 4 1.00 1,00 1.00 1,00 1.00 1.60 1,00 2850:t3(3 000 0,00 285,001 Length =46,0 ft 5 1,000} 1,00 160 1,00 1,001 1;00 1.00 2950,00 0A) 0,0n0 266.00 Length = 30.0 f1 6 1.00 1091 5.00 1:00 1,00 1,00 1.00 2850,00 0,00 0,00 285.06 + tw-0'1 1.100 1,00 1,00 1,007 1.,60 1..00 0,00 0.00 0,00 0.9.0 Length =43.0 ft 1 1260 0,515 1,00 1.00 1.00 1.807 1.00 1,0 1.057 1143,44 3,591,66 2850,00 1233 14634 285.60 Lengtn: 50.0 h 2 1.260 0515 1 00 2,00 1,00 1.00 1,00 1,00 1 00 I t'3,14 3,591,66 2850,00 422+ 146.74 266,00 Length = 21,0 ft 3 0,72 2 0,515 '1,66 1,00 1,00 7110 1.010 1,00 1 7171 64,83 2,058.0.x1 2850.€70 9,41 346,74 285.00 Length 46:0ft 4 1.6266 0,515 1,00 1.00 1,00 1,00 1,60 1.00 1,007 95,74 3,039,24 2950,06 1 13 146.74 265.020 Length 40 6 3.066 05 55 1,00 1.£}6 1.130 1.00 1120 117101 1,726 95.4 3,039.24 2850.00 10,32 146,14 285120 3_engb ::3\'2.0f 6 0.759 01,515 1 ,00 1 1,00 1.030 1,.00 1.00 1,00 1.00."1 68.'6 2,163.96 2850.00 8.86 146,74 285,00 +04369 +H 1,00 1,00 1.001 1.00 1.00 1.00 0.120 0 w 0.00 0,002 t. rgtt 4 .Oft 1 1,60 3.00 1,00 1,00 t.0?0 1,00 &.720 2850.0171 0,00} 0,01.0 285,710 Length = 50.0 h 2 00 11,00 1,071 1:00 1100 1.010 1,06 28%00 HO 0,00 285.00 Length =21,0ft 3 `.,00 1.00 1,00 1,00 1.00 1,00 1,0101 2850,001 0,00 0 2725,0, Length = 46,0 it 4 d,Oo Iko '.00 1.120 8.00 1,00 7..66 2850,00 0,00 0.00 285,00 Length => 46,0 f1 5 1,00 1,00 1.011 1.00 1,00 1.!70 1.00 2850.00 01,00 HO 285,00 Length - 30.0 ft 6 3 1.00 1.00 1,00 100 8,00 1.0771 2850.00 0.00 000 285,00 +: +0.750Lr +0,75QL +0.750t +71 1 k 1 1,00 1,00 8,30 1.00 0.001^ 0.00 0,00 0.1371 Length 1 1 0,945 0186 1.00 1.001 1,00 1,00 1 00, 1,073 1,00 84.85 2,693,74 28500 9,24 110,06 28500 Length =80.0ft 2 73,945 03813 3.00 1,00 2.00 1.00 1,00 1, U0 1 .00 84,851 2,893,7 285.00 9.18 110,06 285,00 LeatgM=21.0 ht 3 0.642 0386 1700 1.00 I 1,00 1,00 9,0:0 IcO 48,63 1,543.66 2850N 7,06 110,0"96 26 Length =46,0ff 4 0,800 0,366 1.00 1,00 1.00 1,00 100 1,010 1;071 71,80 2 „2A 2850.00 8.50 1 U 265 Length M 46.0 ff 5 0,800 0,386 1,002 1.00 2.00 1,00 1.00 1,00 1,770 71,807 2,279,43 2850.00 823 310.06 285.00N, Length =30,0 f1 6 0.569 0386 1.00 1,00 1.00 1,00 t.001 1700 1.00 51,12 1,62',97 2650.00 6,64 110.06 285.00 + +0,750Lr +b.750l.00,5 ?508 +H 1,00 1.00 1,00 9.00 1,00 1,00 0,003 0,€30 0,00 0,00 Length = 43,0 ft 1 1,00 1,00 100 1,00 1 1.00 1,00 22850.00 17.00 0:073 285,00 Length = 50.0 ft 2 1,00 3,00 1140 1104 1,00 1,00 1,00 2850.00 0.00 0.00 285,00 Le €(11th = 2110 ff 3 1,00 1,00 1.00 1.00 1,00 1.410 ?,00 285fP. X 000 0,00 285,00 Length ; 26,0 It 4 1 A 1.00 1,00 1,00 1.102 1,00 1.00 2850;00 000 6,00 2€35 00 Length, = 46,0 ft 5 1,00 1.00 1:00 1706 1.00 1,00 1 b 2850,00 0,00 0.00 285,030 L0 gth=030,0ft 6 1.00 1,00 1.773 1,0.`0 1,00 1.00 1.00 2850.00 0,7'20 0,00 286:00 + +07,7 601 +0.7505 +0,75 -0W +H 1.00 1 ."00 1.070 1,00 1,00 ?.00 0,00 0700 0,00 0,00 You car, change this area using the 'Setfings' menu itern and then using the 'Printing Title Block' selection, ,►•« Beam Project a itie: E ngineer: Project 1L7: Project Descr: Description ; N-S lateral analysis dolphraaOrn marls Load 40ombination Max Stress 63avos Moment Values Shear Va we Segment Length, Strap, # V C0 � 2 ,( v C i Cr Grp 0x 4 C .,,. .. fb F'b V fv F % Length =43.0ft 1 4,945 0.386 1,00 1,00 1,00 1,O0 1,003 1,00 5100 64,85 2,69174 2850.00 9.24 110,06 285,00 Length = 5O,0 ft 2 0,945 O.36e 1.,00 1.00 1= 1100 I.00 1,00 1 C0 84,85 2,693,74 2850.00 919 110.06 265,00 Length =22 0 it 3 0.542 0,386 1,00 1,00 1,00 1,00 1.00 1,00 1.00 48.63 1,549,66 2850,00 7D6 110.06 255,00 Length =46.0It 4 0,800 0386 1.00 1,00 1.00 1,00 1,00 1,00 1,00 71.80 2;279433 2350.00 9,59 110.06 285,{3{D Length = 4610 ft 5 O 800 O.386 1,00 1.00 1,00 1,€19 1,00 1,00 1.00 71.30 2,279.49 2850,00 923 110,06 285.00 Length.- 30,0 It 5 0,569 03636 1,00 10 1.013 1,00 1,00 1.00 1.00 51.12 1,622,97 2850,00 6,64 110.05 285.00 +Di +O75OL +0,7505 +O.5250E +i8 1,00 3.00 1.00 1,00 1,00 1.00 000 0,00 00 0:0€ Length - 433,0lt 1 1.00 3,00 1.00 1,00 1,00 i3O0 4,00 2050.00 0.00 0,00 285, Length = %0 It 2 1,00 9100 1.00 1,001 1100 11'10 1.00 2850.00 0.010 HO 265.00 Length =21,O'i 3 1,00 1,003 1.00 1,00 1,00 1.00 1,00 2850,00 U0 0,00 235.04 L.ength=46.0 `t 4 1,00 1,00 1,00 1.00 1.00 1,00 1.00 28503.0(3 0,00 O,001 255:00 Angoh = 46,0 It 5 1.00 1,00 1.00 1.00 1.00 1.00 1,00 2550.00 020 O,G1O 285,130 Length w 30.0 #t 6 1,04 1.00 1,00 1..00 F.00 9.001 4.00 2850.00 0,00 0,00 2135.00 +O, 0D +W +t4 1,00 1.010 1.00 1.00 3.00 1.00 0.00 0,0,0 0.00 0.00 Length =410It t 1.250 0,515 1,00 1.067 1.00 1.00 1.013 1.00 1.00 11114 3,591.66 2850,00 12,333 14634 265.00 �.ent34h = 5O,Ota 2 1,260 0,515 1,00 1.00 1.00 1,00 1 1,00 1.00 *13.54 3.591,661 263500 92.24 146,74 285.00 Length = 21.O1t 3 0,722 0.515 140 1,00 1,00 1,00 1,100 3,00 1,00 64,83 2,056.21 2850,00 9.41 146134 295.00 Length =46,0f0 4 1.066 0.515 1.00 1.00 1,00 1.00 1,00 1,00 1,00 95,74 3,03924 2850,00 1133 146.74 2185,100 Length '= 46,0lt 6 1.066 0.515 1.00 1 1.00 1 ,00 1.00 1,00 1,017 95,74 3,039.24 2850,00 10,97 14634 265..004 Length = 30D 6 0159 0.515 1. 0 9.00 9.00 1,O0 1,00 1,.00 1,00; 68,16 2,16196 2650.0}0 8,86 946.74 285,00 4SON0 7OUH 1.00 1,00 1.00 1:063 1,00 1.00 0,00 0.00 0.00 O,00 Length = 410 ft 1 1.00 1100 1.00 1.0704 1001 1,00 1.00 2650,00 0.00 0.00 265,00 Length =50.0 ft 2 1100 1100 1100 2,00 1,043 1,00 1,00 2650.00 C,OO 0.00 285.00 Length = 21 ,O ft 3 1,OO 4.00 1,00 1,O0 1,00 9.30 1.00 2650.00 0,O0 0.00 285,00 Length =46,O4f 4 ;,.00 1,00 1,00 iZO 6.00 1,00 1.00 n5O,OO 0,00 0.003 285,00 Length '`46,Ott 5 1,00 1.00 I:00 1,00 1.00 1.00 1.00 2650,00 0.00 0,00 285,00 Length 307 It 5 100 1.40 1,00 1 1,00 1,00 1.00 1.00 2850.130 0.00 0,00 285,Lx0 Overall Maximum De flections . Unieetnred Loads t.ne6 Combination Spars Max "•" Dell _ Location in Span Load 63ombinati0rn Max, 'r' eta Location ticn to Span Only ... .,.. 2 1960... 17,962 0,0000 , , O,Oi?O .... , 0Only 2 23607 27,215 O,O000 6},000 3 `7,O000 27,215 W Only - 0,5242 1O,367 Only 4 2„1375 21,544 0,00 10,367 * Only 5 1.5329 2.4,456 yV OOrltrtr - 0,0 1.165 * 0Wy 6 0.3340 18,987 W Only °0,0528 2.658 Vertical Reactions a U fs tored Suppwl notattert : Far left is 41 Vanes in, KIPS Load Combination Support 1 Support 2 Suppea 3 Support 4 Supp 5 Support 6 aulapoO 7 ,, .. .. ;tenpj 1C u .. 7,53 1 25,66:7 16,534 .... 14�01 3. 12 .. , .3 .723 �,.,.. ... >w.8 ...�..,.. .v.m _,.,,.n _. ... 0V 03n`y 7,561 25,685 16,:534 14312 23.412 19,723 4.853 ;; Monroe & Newell CALCULATED DIE, CHECKED v *4 a •.a� '' ~u �ar"ti.vd p L s� P I t 3 f �g ty w , r x N t° { v ' k u i d ^ t u e r t w, d g x , z t ^� r :' + nr } r �� tv. a too 1 ..... „ v y p z P a k d` a y o d � y x i 7 f � r 4o n v a" f di'"r S*' ,1` ,f .�� a b .T ". n^9` (fv Y { J'w 771 " Monr ell En I nc. o CAXULATED ' CHECKED DATE i moDu 2'A ni , i l,u,U?Je" t s 3 i 3 " 3 f o f° X � f rd I s {.'Y ,fi } r r moDu 2'A ni , i l,u,U?Je" M onroe & Newell lit' " Engineers, Inc. SHEET CHECKED a t k x 3 � d vw t a' � w } t. y e +� r a �^ t Y r r r a , n � d r d� fi a a , , " _ f X F r yr a` t FT [ t i • a �- ," ,r, ` '. <' t � t . ( t v 3. o i fi t 8 OB- — ----- Monroe & Newell J Engineers, Inc. CALCULATED aY-1—1------------ DATF- DATE A a . iSt /e ZL JOB Monroe & Newell g" �£I3 Inc. SHEET NO �. .� r . , .. O � �_ .. CHECKED IN U � d t SS f 531 e m Title Block Line I Project Title: You can change this area Engineer: Project ID;. using the 'Settings' meru item Project Descr: and then using the 'Printing & Title H ick' selectlbn Title Block Line 6 Wood Beam Fife ENERCALGI INC. 1902013, BL4ld:6,1&6,3QVer,&13,VO CODE REFERENCES ........ Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE'7-06 Uniform Load: D = 11,0250, S = 0.030 ksf, Tributary Width -16,0 it Load Combination Set: ASCE 7-02 DESIGN SUMMARY Analysis Method ; Allowable Stress Design Pb - Tension 2600 psi E: Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 2600 psi Ebend.xx 1900ksi Maximum Shear Stress Ratio Pc - Pill 2510 psi Eminteend - xx 965.71 ksi Wood Species iLevel Truss Joist lac - Pero 750 psi Wood Grade MicroLarn LVL 1.9 E Fv 285 psi to : Actual 2,249,2 psi Ft 1555 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling 133,34 psi F6 : Allowable 6 P,*,XMffvALvy1 ivL*XJ Applied Loads Uniform Load: D = 11,0250, S = 0.030 ksf, Tributary Width -16,0 it DESIGN SUMMARY NNIMMOM Maximum Bending Stress Ratio 1 Maximum Shear Stress Ratio 0.468 : I Section used for this span 3- 1,75x11,67 Section used for this span 3-1,76x11.87 to : Actual 2,249,2 psi fv: Actual 133,34 psi F6 : Allowable 2,600,00psi Fv: Allowable 285-00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximurn or span 7 250f Location of maximum or spar, 0,000 ft Span if where maximum occurs Span # I Span #where maxintUrl OCCUrS Span # I Maximum Deflection Max Downward L+Lr+S Deflection 0.345 in Ratio - 504 Max Upward L+Lr+S Deflect on 0,000 in Ratio = 0 <360 Max Downward Total Deflection 0.632 in Ratio = 275 Max Upward Total Deflection 0,000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values sttear Values Segment I ength $Par # v C a C FIV C i C' Crr C t CL M fb v fv Fv D 6MY OZ 0,00 0,00 1.100 , ,..englh - 1430 it 1 0,393 0.213 1,00 1,00 1 ,00 1 „Q 1,04 1.00 #,C1} ,0,51 1,022,38 2600.00 2.52 60,61 285,00 +D+L}H 1,00 11,00 1,00 I Z 1,00 1 00 0.00 0,00 HO 0,00 Length = 14,50 it 1 0393 0,213 1,00 1,00 1,00 1.00 1.04 1,00 1, .00 10.51 1,02238 2600,00 2,52 60,61 28500 +D+Lr+H 1,00 1W 1,00 1,00 1.00 1,00 0,00 0.00 HO 0,00 Length =14.50 ft 1 0,393 0,213 1,00 1,00 1,00 1-00 1.00 1.00 1,00 10,51 1,022,38 2600 ?0 2,52 60V 285,00 4D+S+H 1,00 1,0C 1,00 1,00 1.00 1,00 0,00 0,00 0.00 HO Length = 14,50 ft 1 0,865 0,468 1.04 1,00 1,00 1.00 1.00 1,00 1,00 23,13 2,249-23 2600,00 5,54 133,34 285,00 i0 +0,75OLr,I0,750L+1i 1,00 i'00 1,00 1,00 1,00 1,00 0,00 0.00 0,00 OZO Length ,= 14.50 It 1 0,393 0.2113 1,00 100 1,00 1,00 1N IZO 1,00 1051 1,022,38 2600,00 2,52 60.61 285.00 +D+0,75CL+0,7505 +11 1,00 1,00 lbo 1,00 1.00 1,00 0,00 0,00 0,134 HO Length -_ 14,50 ft 1 0,747 0A04 1,00 1,00 1.00 1,00 1 ,00 1,00 1,00 19,97 1,942.52 2600,00 419 115,15 2852 iR TiVe Nock Line I Project Tftle; You can change *,Ns area Engineer: Proiect U 16 using the 'Settings" menu item Project Descr, and then using the 'Printing & Tifle Nock' selection Title Block Line 6 Wood Beam ENEWALC, INC, 1983-V3 BU,116,13,630, VerS, 13k,30 Description: ri Load Combirraton Max Stress Rats Moment nettles Shear VAes Segment Length SpFr, n. -V Cd C Fi C i Cr C , m 0 t CL V v � T, 1- - L 00 1.00 1.00 1,00 0,00 Ho 0,00 0,010 Length = 14,50 ft 1 0,393 0213 1,00 1.00 1,00 1,00 1,00 140 1,00 !0151 1,02238 2600.00 2.52 60,61 285,00 +13 +0.7GE*H 1,00 1.011 1,00 1,00 1,00 1,00 0,00 US 0,00 0,00 Length - 14,50 ft 1 0,393 0213 1,00 1,00 1,00 1,00 1,00 11,00 1,00 10.5" 1,022,38 2600,00 2,52 611.61 285,00 i-D+0,75OLr+0,750L+0,75OW-t,H 1100 1,00 1,00 1,00 10 1,00 0,00 0,00 0,00 0,00 Langth - 14.50 ft 1 0,393 0,213 1.00 1,00 1 LO 1,00 1,00 1,00 1,00 10,5 1,02238 2617U0 2,52 6061 285,00 4 D+0,750Lr+0,750L+0S250E+H I.00 I Z 1100 1,00 1,00 1,00 0,00 GAt OZO 0,00 Length = 14ZO ft 1 0.393 0,213 1,00 1A00 1,00 1,00 1.00 I kO 1,00 10,51 1,022,38 2600.00 2,52 60,61 285,00 +D+0,750L+0, 750S+0,750tN+H 1,00 1,00 1.00 1,00 i3O0 1,00 0.00 Ho 0,00 0100 Length = 14,50 ft 1 0,741 0,404 1,00 1,00 1.00 1100 1,00 1:00 1,110 19,97 1,942,52 2600,00 4,79 115,15 285,00 +D+0.75GL+0,750S+0,5250E+H 1,00 ILO 1106 1,00 1.04 I:00 0100 0,00 0,00 UG Length = 14.50 ft 1 0,747 0L404 1,100 1.00 1,00 1 100 1,00 1,00 1,00 19 1,94252 260U0 439 115,15 285,00 +U0D+W+H 1,00 1 .417 1,00 1,00 1,00 1,00 0,00 0,00 Ho OZO Length = 14,50 ft 1 U36 0L128 1100 1100 1.00 1,00 1,00 1,00 1.00 6,31 613,43 2600,00 1"5 36.36 285.00 +U0D+010E+H 1.00 1.00 1,00 1,00 1100 1,00 0,00 0,00 0,00 0,00 Lergth = 14-50 ft 1 0,236 0.126 1Z 1,00 1,00 1,00 1 ,00 1,00 1,00 6. 1 1 613,43 2600,00 1,51, 36,36 285,00 Overall Maximum Deflections - Unfactored Loads 'Load Con binate"n Span rA ai 'D 0 f Location in Span Load Combination Max. '+' Deg Locaton in Span . . ,_ ...............w. , �.,,«," C+ .,, .., ,_,., w.,ww.. 6325 ..,, 1111..,., «.. .,,.w,..,,.,...w._ 7,303 .,_. 111__1. ,. .e.. HOW 1111. .„ �. U00 Vertical Reactions - Unfactored Support notation Far left is #1 values in KIPS Lead Combination support Support 2 . . ........ .... riy D o00 2,900, 2,9 S Only 3.480 3,480 NS 6,380 6,1380 Title Block Line 1 Project itie: You can change this area Engineer: Project 0: using the 'Settings' menu itern, Project Descr: and then using the 'P;infirg & Title Block" selection. T , it , Is " 8 , b , ek Li , n , e 6 Hie 0,9285A IV� N(eNE- ACvs TWST- I, EC6 Wood Beam CIW.f.r 1t^ 111r 'AJ �Al 1 0, ,, 41 . -I'll... - � - Calculations Load Combination Set: ASCE 7 Material Pro rties p ... . ... ..... Anaiysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 2,600,0 psi Pberd- xx 1,900,Oksi Fe - Prll 2,51 O.O psi Eminband - xx 965,71 ksi Wood Species iLevel Truss Joist Fc - Pets 750,0 psi 018131 Maximum Shear Stress Ratio Wood Grade Microl-arn LVL 1,9 E Fv 285.O psi Section used for this span Ft 1,555.0 psi Dens€ty 32210PO Beam Braang Beam is Fully Braced against lateral-torsion buckling 1 .75x14 tb : Actual Q(M5) S 0 ►MUNFAM&MM ��H A pll! Loads Uniform Load: D = 0 02150, S = H30 ksf, Tributart Width = 26.0 it DESIGN SUMMARY Maximum Bending Stress Ratio mm 018131 Maximum Shear Stress Ratio 0,549 ; I Section used for this span 3-1.75x14 Section used for this span 3- 1 .75x14 tb : Actual 2,11333psi fv: Actual 156.46 psi FS Allowable 2,600,00psi Fv: Allowable 285,00 psi Load Combination +N&H Load Combination +D+S+H Location of maximum on span 6,500ft Location of maximum on span 11,861 ft Span # where maximum occurs Span # I Span It where maximum occurs Span 4 1 MaXmnUm Deflection Max Downward L+Lr+S Deflection 0,221 in Ratio = 7 0 Max Upward L+1.r+S Deflection 0.000 in Ratio = <480 Max Downward Total Deflection 0,405 in Ratio = '384 Max Upward Total Deflection 0,000 i Ratio = 0 <360 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Patios Moment Values ..... ....... Shear vatues Segment Length Span t . ...... V C C F�w C i Cr C, C t C L tb v f v F v D Ci11y 0.00 0.00 Ooo OSO Length = 13,0 it 1 0.370 0,250 1,00 1,00 1,00 1.00 1.00 1,00 1,00 1173 960.79 2600,00 3,48 71,12 2852 +D+L+H 1,00 1,00 1.00 1,00 1,00 1,00 0,00 OZ 0,00 0,00 Length = 110 q 1 0,370 0.250 1,00 1,00 1,00 1.00 !,03 1,00 1.00 13,73 960,79 2600,00 148 71,12 285,00 +D-L,r+H 1,00 100 1,00 1,00 1,00 1,00 0,00 0.00 0,00 0,00 Length = 13,0 ft 1 0,370 0,250 1,00 !,0f3 1,00 1.00 100 1.00 1Z 1173 960.79 2600,00 3,48 71,12 285,00 +11 +SiH 1,00 00 1,00 1,00 1,00 1100 0,00 0,00 0,00 0,00 Length - 110 it 1 0.813 0,549 1,00 1.00 1.00 1.00 1.00 1.00 1,00 310,21 2113,73 2600,00 7,67 156,46 285.00 tD+0,750Lr+(),750L+H I Z 1,00 1100 1,00 1,00 11,00 0,00 0.00 000 0,00 Len tb = 13,0 ft 1 0.370 OZO 1,00 1,00 1.00 1,00 1o70 1.00 1,X 13,73 960,79 2600,00 3,48 71 .1 2 285,00 +04,75OL4.750S+H I.00 1,00 1,00 111,00 1.00 1 0,00 0,00 0,00 0,00 Lengtt; � 110 ft 1 0,1102 0,474 1,00 1.00 11,00 1.00 1.00 1,00 1,00 26,09 1325,50 2600,00 6.62 135,13 286.00 M Load Combiination Max stress, Ratios Moment Values Shear ftues Segment Length Span 4 Cd C Fiv C Cr C m C t CL M tb Fb V f V F V ,64+H - ----- - 110 0 1"00 1,60 1.00 1.134 1,00 -- 0,00 , 0 D'o Length = 110 it 1 0,370 0,250 1,00 1,00 1,00 1,00 1,00 1.{}4 1,00 13,73 96039 MGM 3.46 71,12 285,00 +D+4.70E4 1,412 1 .00 1.00 1,00 1 DO 1,013 0,00 0.00 0.00 0,00 Length = 110 ft 1 0,370 0,250 1,00 140 1b0 1,00 1M IM 1.114} 13,73 960,79 MGM 3.48 71,12 285.00 +D+0,750Lr+0,750L+(),750W+H 1:40 1,00 1,00 1.40 1,00 1.013 Ho Ho 0,00 0,00 Length = 13,0 It 1 OWD 0,250 1,00 1;1313 !"Do 1,00 1,00 1.O0 I LOO 13,73 960,79 2600,00 3,48 71,12 285,00 +D+Q,750Lr+0,750L+0,5250E+H 1,00 1,00 1,00 9,00 1,00 1,00 0,00 U0 U0 Ho Length = 110 ft 1 0,370 0.250 1,00 9.011 1 ,00 1,00 1,00 IM 1,00 13,73 960,79 MOM 3,48 71,12 285,00 +03+07S0L*0,750S+0,750 1,00 1,00 1,00 1.00 1,00 1,00 0,00 0,00 0'00 0,00 Len# = 13.011 1 0,702 0,474 1Z 1 1,00 1,00 1,00 1,00 1 M 1,00 26.09 1,825M 2600,00 6,62 135,13 285.00 +D+0,750L+07505 +0,5250E+H I Z 1.00 1,00 1 DO 1.00 1,00 0.00 0,00 100 0100 Length = 13.0 ft 1 0.702 0L474 1,00 1,00 1,00 1,00 1,00 1.00 1,00 26,09 1,825,50 MOM 6,62 135.13 285,00 10.6017+ +H 1,04 1,00 1,00 1 DO 1.00 1.001 0,00 0.00 0,00 000 Length = t 3,0 it 1 0.222 0A50 1,00 1.00 1 D 1,00 1,00 1100 1,00 8.24 576.47 2600,00 2A 42,67 285M +0,600 +GAE+H 1,4(3 1,00 1,00 1,00 1,00 1M 040 0,00 Ho (Loo Length = 110 ft 1 0,222 0.150 1,00 1,00 1,00 1,00 1.64 1,00 1W 8,24 576,47 260000 2,09 42,67 285,00 Overall Maximum Deflections - Unfactored Loads Load 664inatio'n' S'p'ar COr 1 0,4 6,547 400t00 (LOGO Vertical Reactions - Unfac for ed Support notation: Far Wt is 41 Values in KIPS L I oad Co 4� b n " ' " , , S 'U' p P a ri I - S uppo'0 2 . ..... - NON91 M_UM_ & 0,2§8 _. �,w D Onty 4,225 4,225 S On!y 5,070 5.070 D4S 9,295 9.295 Tizie Bloch Line I Project Title: You can change this area Engineer: Project !: D: using the 'Sehings' menu ftern Project Decor and then using the "Printing Title BlocK' selection, Ate Block Line 6 Mti ....... . .. . . He z P: i S'T"-' Wood Beam V-9 t CODE REFERENCES • Calculations oer NDS 2005 1 IBC 2006. CBG 2007. ASCE 7-05 Malat`tait, Pr!? rties entc.,-e Lo"", Analysis Method: Allowable Stress Design Fis - Tension 2,600,0 psi E - Modulus of Efasticity Load Combination ASCE 7-02 Fb - Compr 2,600.0 psi Ebend-xx 1,900.01rsi Fc • Pill 2,510.0 psi Eminbend - xx 965,71 ksi Wood Spectres t it -evel Truss Joist Fc - Pero 70.0 psi 0.759 1 Maximum Shear Stress Ratio IN Grade Microl-am L 1,9 E Fv 285.0 psi Section used for this span Pt 1,555,0 psi Density 32.210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling fb: Actual 1 0% (0.65 e (f) 7 WMAUFFAMOSM A pli it7k Loads entc.,-e Lo"", 4,P'ry;ec fcm -nlr�; � Uniform Load : D = H250, S w 0.030 ksf, Tributant Width, = 26,0 ft DESIGN SUMMARY Maximum Banding Stress Ratio 0.759 1 Maximum Shear Stress Ratio 0.467 I Section used for this span 4-1.75x14 Section used for this span 4-115x14 fb: Actual 1,97224psi fv Actual 133.20 psi FB : AliowaWe 2,600,00psi Fv Allowable 285,00 psi Load Combination +D+S+H Load Combination +D+SiH Location of rnaxirrurn on span 7.250ft Location of maximum on span 4.400 f1 Span # where maximum occurs Span # 1 Span, # where maxim, urn occurs SPar, # 1 Maxirnunn Deflection Max Downward L+Lr+S Deflection 0.257 in Ratio 678 Max Upward L+Lr+S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 0,470 in Ratio = 369 Max Upward Total Detiection 0,000 in Ratio = 0 <180 Ma Forces & for Load ' Stresses ' Combinations 'Load Combination Max Stress Patios Moment Values Shear Values Segment Length Shan # Cd C l;,v C i C r Cm C t CL v tv F v -- -- - . ..... ... ............ . D 61ly - --- " Length = 14,50 1 0,345 0,2 1,00 1.00 1.00 1,00 1.00 1,00 1,00 17,08 896,47 2644,00 3 96 60,55 285,00 +D+L+H 1,00 1.00 1,00 1,00 1,00 1 Xv 0,00 0,00 0,00 0.00 Length, = 14.50 ft 1 0,345 0,2l2 1,00 1,00 1,00 1,00 1,00 1 »00 1,00 17,08 89647 2600,t3O 3,96 60-55 285:00 +D+Lr+H 1,00 1,00 1,00 1-00 1,00 1,00 0.00 0,00 OZ 0,00 Length = 14,50 ft 1 0,345 0,212 1.004 1.41? 1,00 1,00 11,00 1,00 1,00 111.08 896,47 2600,00 3,96 60,55 285,00 +4 +S+H 1,00 1.00 1,00 1,00 1,00 1,00 0,00 0,00 0,00 0,00 Length = 14,50 ft 1 0,759 0.467 1,00 1,00 1,00 t , 00 1,00 1,00 1,00 37-58 1,97224 2600.00 8,70 1M,20 285,00 +D+111754Lr+0,750L+H 1,00 1.00 1 '0110 1,00 1.00 1,00 HO 0,00 Ooo 0.00 Length -1 4.50 It 1 0,345 0,212 IX 1.00 1,00 1,00 1,00 1.00 I .W 17,08 896A7 2600,00 3,96 60.55 285,00 +04,7501-4,7508+H 1,40 1,00 1,00 1,00 1.{10 1,00 0 '4 0,00 Oko 0,00 Length = 14,50 ft 1 0,655 0,404 1.00 1,00 1.00 1;40 1,00 1,00 1,00 32,46 1,703,10 2600,00 7.52 115N 285XV im Title Block Line I ProieCt Title: You car change this area Engineer Project ID: 20 using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Bieck" selection, Fie PA9285-kl- I T:NGIW- I To Ics, T V I S T I E fi i Wood Beam C'Mcnf Mn Wp !0212MVI M41A'AlIkIft V-a 9"1.: %C Load Corn binaaon Max Stress Pat= Morrent Values Shear Values Segment Length ears # Cd C FIV C i Cr C m C t C L fb F1 V tv F v +D+VV+H I Z 3, i3O0 1,00 1,00 1,00 U0 UG U0 010(1 Length,. 14,50 ft 1 11,345 0,212 1,00 1,00 1,00 1,00 l,00 I „00 1,00 17,08 896,47 26002 196 60,55 285,00 +D40,70E+H 1.00 1,00 1.4111 1,00 1.00 1,00 Ho Ho 0,00 UO Lengt% = 14,50 ft 1 0,345 0,212 1.017 1,00 1,00 1,00 1,00 1,44 1,00 IT08 896,47 2600.00 3,96 60,55 285,00 + D 1 0,750Lr 01501, 0,75001+ H 3.00 1,04 1.00 1,00 1,00 1,00 040 0.00 0,00 4.40 Length = 14,5041 1 0,345 0,212 1,00 1,00 1,00 1,00 1,00 1,00 1,00 17,08 896,47 2600= 196 60,55 285.00 +D+0.750Lr+0,750L+0,5250E+H 1,00 1,00 1,00 140 1,00 100 0A 0100 0DO 0100 Length = 14,50 ft 1 0,345 0,212 1,00 1,00 1,00 1,00 1,00 1,00 1,00 17S8 89647 2600,00 3,96 60 „55 285W +D+0,750L+O, 75N-0,750W 1,00 1,00 1.00 1,00 1.00 100 0.00 01492 0.00 OADID Length =14.50 ft 1 0,655 0,404 1,00 100 1,00 1,00 1,00 1,00 1,00 32,46 1,70330 2600,00 7,52 115,04 285,00 +47 +0.7501. +0,7505 +0.5250E+H 1,00 1.00 1,00 1.40 1100 1 Z Ho ODO 0,00 0,00 Length = 14,54 ft 1 0.655 0.404 1 .(X) 1,00 100 1.00 1,00 1,00 1,00 32,46 1,70330 2.600,00 7,52 115.44 285,00 +4.6017 +141 +H 1,00 I,GC 1,00 1,00 I.00 1,00 0,00 0,00 0,00 0,00 Length =14,50 14,50 it 1 0,207 0.127 1A 1,00 1X 1,00 1,00 1,00 1,00 10,25 537,88 260 HO 2,37 36 ,33 285,00 +0.60D+0,70E+H 3,00 1.00 1.00 1,00 1,00 1,00 0.00 0.00 0,00 0,00 Length -14,50 if 1 0.207 0,127 1.013 1,00 1,00 1,00 1,00 1.00 I NI 10,25 537,88 2600110 237 36.33 285,00 Overall Maximum DeflecUons - Unfactored Loads Load 6hrtiina'ro'n Spar, Max "-" DO Locaton in Span Load Combination Max, ' ` Deft Location m Span 0 T3 . ... .......... .. ...... . ..... 0,040 . . . ....... Vertical Reactions - Unfactored Support notation Far jeft is #I Values in KIPS Load Combination Support I Support 2 ... ........... . "Neraffta 368 . ... ..... . 0 Oniy 4,7 1 13 4,713 S DAY 5,665 5,665 D+S f0,368 %368 Title Block Lire I You car change this area using vie "Sett menu item and then using the 'Printing & tie Block' selection. CODE REFERENCES T61sulaw W = 26.0 ft Calculations per NIBS 2005, IBC 20K C 2007, ASCE 7-05 DESIGN SUMMARY Load Combination Set: ASCE 7-02 Matt rtles 11 - _ - -1 1. _ !:Ppe - __ , , - '' - - " -- - --, " - , - " -, , , , , , , , " 1.021:1 Maximum Shear Stress Ratio Analysis Method: Ai9owable Stress Design Fle - Ter s5 900 psi E Modulus of Elasticity Load Combination ASCE 7-02 Fb - Com;r 900 psi Ebend-xx 1600ksi 3-2x11 Fc - Pill 1350 psi Erninbend - xx 5801ksi Wood Species Douglas Fir - Larch Fc - Perp 625 psi 141.71 psi Wood Grade No,2 Fv 180 psi Fv Allowable Ft 575 psi Density U pcf Beam Bracing Beam is Fully Braced against hateraktorsion buckling +D+S+H Load Combination Span 5,50 lit Applied Loads "".c' vllli b - 4-p l: Uniform Load 1 D z O 0250, S = 0,010 ksf, T61sulaw W = 26.0 ft DESIGN SUMMARY Maxintum Bending Stress Ratio 1.021:1 Maximum Shear Stress Ratio 0,787:1 Section used for this span 3-2xl 0 Section used for this span 3-2x11 fb: Actual 1,011, 1 3psi tv Actual 141.71 psi F8 Allowable 990,00psi Fv Allowable 180,00 psi Load Combination +D+S+H Load Combination +D+ S+H Location of maximum on span 23 50f Location of maximum on span 0,000 it Span # where maximum occurs Span 111 Span # wheremaximurn occurs Span It I Maximum Deflection Max Downward L.+I,r+S Deftection 0.034 in Ratio Max Upward L+Lr+S Deflection 0,000 in Ratio 0 <480 Max Downward Total Deflection 0,062 in Ratio Max Upward Total Reflection 0,000 i n Ratio Maximum Forces Stresses for Load Combinations Load Combination Max Stress Ratio$ Moment Va'U s e Shear Values Segment Lerigh SPan v Cd CFV C Cr Cm Cl CL it tv v UnqVi = .SO it 1 OA64 4.358 I ,CO IAO 1.00 1,00 1.00 ',00 1,00 246 459,61 990,00 1,79 64,4 180,00 +D+L+H 1,10 1,00 1,00 1,00 i3O0 1,00 0.00 Oko 0,010 0,00 L ength = 5,50 4 1 0,464 0.358 1,00 1,10 1,00 1.00 1,00 LOO 1,00 246 459,61 9qO,OO 1,79 64,41 180.00 +D 1,10 1,00 1.00 1,00 1,00 1,00 0,00 0,00 0,00 0,00 Length -5.50 it 1 0,464 1358 1,00 110 1,00 1,00 1.00 1,00 1,00 2,46 459,61 990,00 1,79 64,41 1 80,00 +D+S+ii 1.10 100 1 X 1,00 1,00 1,00 OZ HO 0,00 0,00 Length = 5.50 ft 1 1 ,021 0387 1.00 1,10 1,00 1,00 1,00 1,00 1.44 5. 1,011.13 990,00 3.93 14' ,71 180,00 +0 +0.71;OLr+0,75OL-�H 1,10 1,00 1.00 100 1100 1,00 0- 0,00 OZ HO Length -5.510 ft 1 0A64 0.358 1.00 1,10 1,00 1.00 1,00 1,00 1,00 2,46 459,61 990,30 1,79 64,41 18000 +D+(),75GL+OY50S+H 1,10 1.00 1,00 1 1-00 1,00 10 0,00 OW 0,00 0,00 Length = 5,50 It 1 0,882 0680 1,00 1,10 1 ,00 1,00 1,00 1,00 1,00 4,67 873,25 99000 340 122.39 180,00 W Load ombinat on Max Stress Ratios Vner?t ftue Sher Values Segment Length Span 4 MI V 0 b C 0`01 € C r t C3 L � � b, V 1v P .. +D +W +H., . .. ._ . .......... �, ..,,. .... 60 1,00 1,00 1,00 1.00 100 . , _ � 0.00 0100 U0 040 Length = 5.50 $t 1 0464 0358 1A 1.10 1,003 1.00 1.00 1,0 1,00 2, 46 459.61 990,00 1.79 64.41 180,00 +03 +0.706: +H 1.10 1.00 1,004 1.030 1.e 1.44 0.00 0,030 0,00 O00 Length = 5,50,q 1 0464 0.358 1.00 110 1.00 1,00 1.030 1,00 1.030? 1.46 459.61 9901.00 1,79 64,41 980,00 00 +0.750Lr +0.750L +0,750W+H 1,10 1,00 1 k 1.1307 I 1,00 0,00 0.00 (Loo 0,40) Length - 5.50tt 1 0,464 0358 1,40 1.`4 1,00 1.00 1.00 140 t,00 1,46 453,b1 990.0}0 1.79 64,41 180,00 + +0,750Lt +0,750L +0.52505 +H 1,10 1,00 1,00 1.00 1.00 1.00 0,00 0,00 0,€10 0.017 Length =5,50tt 1 0.464 0358 1,00 1.10 1:00 1,00 1.00 1.40 1,00 2,46 459,61 990,030 1.79 64.41 '80.00 #L3 +00,750L+3:750S +0.750 +t1 1110 1.003 9,00 1.00 ',030 1.00 0,00 0.00 0,00 0.00 Length = 5.50 tt 1 0,882 U80 1,00 1.10 1.00 1,00 1100 9,00 1,00 4.67 8 73,25 930,003 3,40 122.39 1€30,00 +D +4. "1500. +0.7505+- 0,5250¢ +Lt 1,10 1.00 1,00 1.100 1.00 1100; 0.00 0,00 0.00 0.00 Length = 5.50 f 1 0,832 0.680 9.00 9.40 1.043 1.00 1.00 5.00 1,001 4,67 673- 990,00 3.40 122.39 180,00 +0A0C7+''N +t4 1,10 1,00 1.04 1.00 1.00 1.00 0,00 0.00 U0 0.00 Leno x t O279 0.215 1,00 1.401 1,00, 1.030 1.00 4.030 1, €"30.1 3.47 275,76 990 „00 1.07 38,65 180,00 +O60L3 +O70E +H 110 1,00 1.030 1,00 1.000 1.00 0,00 Up 0,003 0.00 Length = 5,50 q 3 ().F79 0.255 1,00 1,10 1Z 1.00 5,00 I,00 1 „030 1,47 275,76 0390.030 1.07 38,65 180, O Overall Maximum Deflections - Unfaotorsd Loads Load Combination Span Max, " ` 08310 L ^atior r Somi Load Combination Max, +" NO Le ca2?r, in Span ww .. . .. a..,...... _e.. ..., 1.,....__,. 00624.._. _....,.2,770 ..,... 0.0000€ 0.000 Vortical Reactions - Untactored Support notation : Far teat is 1 ftues in KPS Load Combination Support 5 Support 2 . �... C}vera €11r4�;n'sutis , .... 0:933 w .,, 3.933 TM,.. , 0 Oniy 3,788 1,788 S Only 2.145 2.145 NS UK 3,933 Tile Bock Line 1 Yoj can change this area using the " Seff'rngs' menu item and then usirg the "Printing Titie Block' selecten. Title Block Line 6 I Wood Beam Description ° r5 taeader at back entry P%aect ID: 23 atrit F'r�arti . . Analysis Method: Allowable Stress Design Fb . Tensaon 2,6012.03 psi 5: Modulus of E lasticify Load Combination ASCE 7 -02 Fb - Compr 2,600.0 psi 5bend- xx 1,900,Oksi Maximum Shear Stress Ratio Fe • Pdl 2,51 O3 O psi Eminbend - ;xx 96571 ksi Wood Spec es ; it.evel Truss Joist Fc - Perp 750.L2 psi Wood Grade Micr tarn LVL '1.9 G Fv 285,O psi 3-1.75x1 Ft 1,555.4psi Density 32.210pt Se rra Bracing ; Seam is Fully{ traced against lateraktors on buckling fv : Actual 0.945 IF i 1P r**�� S pan = 13.0 ft Ap L oads �4 Jniform Load: D = 0,5750,. L = 0.9450 , Tri tart/ Width = 1,0 ft DESIGN SUMMARY �- s M aximum Bending Stress Ratio 0,921: ° 1 Maximum Shear Stress Ratio 0,622 :1 Sect on used for this span 3- 1.7" xl 8eation used for this span 3-1.75x1 fb : Actual _ 2,39 fv : Actual 17 7,25 psi Ft3 : Atiowaable 2,600.00psi Fv : Allowable _ 285.00 psi Load Combination +D +! -i-H Load Comb +D +`;m�rl� Location of maximum on spare - 6 5013#1 Location e# makmurl on span - 11.551 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Spam 4 t Maximum Deflection Max Downward L +L r +S Deflection 9.265 in Ratio == 532 Max Upward L +Lr +S Deflection 0,000 in Ratio = 03 2360 Max Downward Total Deflection 02.459 it Ratio = 339 Max Upward Total Deflection 0.000 in Ratio °- 0 <1502 Maximum Forces & Stresses for Load Combinations Load Corr30iratbn Max atress Ranks Moment Values wear Values Segment Length, Spar, Or v Cd C rev C d Cr Car C t CL �9 fl 9'?r V `v Pv (? CrRty 0.00 000 0,00 0,013 Length= 13,0 ft 1 0394 0259 1,00 1;00 1.v0 '.LV3 1,00 1,00 1,00 14,26 907.74 260"302,00 3,62 73,95 285,00 +D +L +ll 100 1,00 1.00 'M 1.009 1.00 0,00 0.00 Ev HO '.engiti -13.0 ft 3 0.321 5.622 1,00 1.00 1,00 1,00 1.00 1,00 '1.00 2422 2394,59 2600,00 9.69 177.25 296,41 a.D4r +H +.0 1,00 1,00 1.£03 1.f30 €.00 0 0,411 0.00 0.0£ Length =13,03 fl 0,384 .1.259 1,00 1,00 3,33 1,00} 1.00 1,00 5.00 14.26 c997,74 2600,00 3,62 73.65 295b(i +0 +S +H 1.00 I.00 1.00 1.0 1.030 1,00 00 0,00 0,00 0,016 Length = 93.0 ft 1 O? 334 0 259 1,001 1,30 1,00 1,00 1,00 1 :00 1,00 14.26 997,74 26K00 162 73.35 285,€ O C +0,760Lr +0,7501 +I1 1,00 2,00 ?.04 1.60 I 1.00 4,00 0,00 0..00 0144 Length -13,0 ft 1 07P 0,539 1.00 1,00 1.0€2 1,00 1.00 1.00 1.00 23,23 2,045,37 2600,00 7,42 151,40 295.00 +C +0.7501. +0,7505 +1i 1100 10{7 9,00 1,00 1.001 1100 0,020 0,00 0.00 0.00 ?.,ength =93,0 it 1 0.787 3 5331 1.00 1 .0 1 0 1 1,00 1 :00 1,00 1.00 1,00 29.23 2,045.37 2600,00 742 1'51,40 295.00 Title Block Line I Project Title: 24 You can change this area Engineer: Nject ID: using the 'Sehngs' meru ftern Project Descr: and then using the "Pr irling & Title Block' sdectroin, Tifle Line 6 f-Te Wood Beam S:NIC00A$r PWI 10214-12A'l QAh+A4qaqft kf-r'l i'1 G3 4F1 Description, r5 hPader a track entry Load Combination, Max Stress Ratios Moment Values Knew Values Segment Leng Span to V Go CFN C Cf Cre CI C L M ib rb V fV F-V +b+W+H ...... I.00 .... ---- 1,00 . . . .......... 1.40 1,00 1w l'oo 0,00 oeo 0,00 0,00 Lengt, 13S ft 1 0,384 0.259 1,00 1 .GO 1,00 1,00 1,00 1,00 1,00 1 *26 997,74 2600,00 3,62 73,85 285,00 +D+0.70E+H 140 1,00 1.00 1,00 1,00 I'm 0,00 0100 (Loo 100 LenO = 13.0 ft 1 0.384 4.259 1,00 1,00 1,00 1144 IX 1,00 1,44 14,26 497,74 2600,40 162 73,85 28^,0 Z+0,75GLr+0,750L+0.750W+H 1,00 1.44 I:00 I z 1,00 "'roo 13.4 0,00 0,00 0,00 Length = 13:0 ft 1 0,787 0,531 1,00 1,00 1,00 1,00 1,00 1,00 1,00 290 2,045,37 2600,00 7,42 151,40 285,00 +N(),750Lr4"0,750L+0,5250E+H 1,00 1,00 1,00 1,00 1,00 1,00 DZI 0,00 0,00 0,00 Length -1 O ft 1 0,787 0,531 3,1X) ISO 1,00 1,00 1,00 1,00 1,00 29.23 2,045,37 2600,00 7,42 151,40 285:00 +0+(),750L+0.7505 +0,750 N+H 1.00 1,00 1,04 1,00 I.00 1100 OW UG Ho 0,00 Length = 13,0 it 1 13.767 0,531 1,00 1Z 1,00 1,00 1,00 1.00 1,00 29,23 2,04537 2600,00 T42 15 1 A0 285,00 +D+0350L+03,505 +0,5250E+31 1.00 1,00 1.00 1,00 1,00 Im 0100 0,00 0,00 0,40 Leh# = 110 ft 1 0,787 0,531 1 ,00 1 ,00 1,00 1,00 1,00 1,00 1,00 2923 2,04537 2600. ^u0 7.42 151,40 285.00 46007 +W+H 1100 1,00 1,00 1,00 1,00 1,0+0 0,00 0,00 OZ 0,00 Length -13,0 A 1 0,230 0.155 1.40 1,00 1.44 1,00 1 00 1,00 1,00 8,56 598,64 2600,00 2,17 44,31 285,00 +0,600+0,70E+1 -t 1 100 1 A 1.00 I,00 1.44 1,00 0,00 0Z U0 0,00 Length = 13.0 it 1 0,230 0,155 1,00 1,00 1,00 1,00 1.00 1,00 1,00 8,56 598.64 2600,00 2,17 14,31 285,00 Overall Maximum Deflections - Unfactored Loads Load Com Span Max, '-' Cell Location in Scan Load Combination Nlax "+" Deft Location In Span 0,4591 6,547 0,0000 0,000 Vertical Reactions - Unfactored Support notation Par left is U Vakws in KIPS trad CombirrWinin Support I Sueport2 D Only 4,388 4,388 L Only 6A43 6,14;3 NL 10,530 1H30 N9 CODEREFERIEN,CEIS,11111111 I I I Calculations per NDS 2005, IBC 2006, CSC 2007, AS CE 7-05 Width -1.0 ft Load Combination Set: ASCE 7-02 DESIGN SUbWARY Analysis Method: Allowable Stress Design F - b - Tension 2,600,0 pia E, Modulus of Elasticity Load C r ombiation AS CE 7-02 Fb - Compr 2,600.O psi Ebend-xx 1,900-Oks1 Sc - Prif 2,510.Opsi Eminbend - xx 965.71 ksi Wood Species iLevel Truss Joist Fc • Para 750,0 psi 2,23228psi Wood Grade Microt-am LVL 1,9 E Fv 285.0 psi 169.62 psi FS : Allowable Ft 1,555,0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling 285,00 psi Applied Loads Uniform Load: D = 0,6750, L = 0,9450, Tributary Width -1.0 ft DESIGN SUbWARY Maximum Bending Stress Ratio 0 65q 1 Maximum Shear Stress Ratio 0.595 ° I Section used for this span 3-1.75x7.25 Section used for this span - 1,.7'5x7,25 fta : AotuW 2,23228psi fv: Actual 169.62 psi FS : Allowable 2,600.00fasi Fv: Allowable 285,00 psi Load Combination +D+L+H,' Load Combination i-D+L+H Location of maximum. on span 3,250ft Locatton of maximum on span 5,907 it Span # where maxlmurn occurs Span # 1 Span # where rnaximurn occurs Span # 1 Maximurn Reflection Max Downward L+Lr+S Deflection 0.121 in Ratio = 647 Max Upward L+Lr+S Deflection 0,000 in Rados = 0 <360 Max Downward Total Deflection 0,207 in Ratio = 377 Max Upward Total Deflection 0,000 in Ratio = 0 < ` Po Maximum oroes & Stresses for Load Combinations Load Coribmation Max Stress Rafios Mon, ent Va ues . . . ....... Shear Values Segment Length Span V C d C rry C i C r Cin C CL M f b P t) v tv Fv D O.00 OZ 0.00 Obo Length - 6,50 ft 1 0,358 0,248 1.00 ?,00 I Z 1,00 1,00 I.GO 1.00 156 930,12 2600D0 1,79 70.68 285,00 +D+L+H 1,00 1,00 11 ko 1,00 1,00 1,00 0.00 0,00 0.00 0,00 Length = 6,50 ft 1 0,859 0,595 1.00 1.00 1,00 1,00 IN 1,00 10 8,56 2,232,26 2600,00 4,30 169,62 285,00 i-NLr+H 1-00 1,00 1,00 1,00 100 1,00 0,00 0.(r) HO 0100 Length = 6,50 it 1 0,356 0248 1,00 1 .00 1,00 1.04 1,00 1,00 1,00 14,56 930,12 21500,00 1,79 70,68 285,00 +D+S+H 40 1.00 1,00 1100 1,00 1,00 0,00 0,00 0,00 0,00 Length = 6,50 it 1 0.358 0,248 ILO 1,00 1,00 1.00 1,00 1 X 1.00 156 930,12 2600,00 1,79 70,68 285,00 +D+0,75OLr+0,750L+H 1,00 1,00 1,00 1 100 1100 1,00 0,00 HO 0.00 0,00 Length = 6,50 lq 1 0,733 0.508 1,00 1,00 10 1 ZO 1,00, 1,00 140 7.31 1,906,74 2600,00 3,68 14439 2850 +D.O3SOL+0,750S+H i3O0 1,00 1,00 1,00 1.00 I ko OZ 0,00 OZ 1111,00 Length = 6,50 ft 1 0,733 0,508 300 1,00 1,00 1,00 1,00 1,00 1.00 7,31 1,90634 2600.00 3,68 144,89 285,00 Po ect tte7, 2 ^fCiSE »t\raEcsAUTN +ST 1,FC6' Description r6 header at back entry 6.5 Load Combination Max Stress Ratios Moment Values Shear Va ues Segrnerst Length Span n V C , "r "d r t C M 6b Pb V IN F v .. .. . ,.0 1.00 1.0D 1.0 1.' &3 1.10 1.10 O,Ctf1 L 0,00 Length 6,50 ft 1 0,3511 0.248 1N 1:01 1.00 1.00 1,00 1.01 1:00 156 930,12 26001.00 1.79 70,68 265,00 rp +0,70E+H 1.00 6.1317 1.00 1.€}0 1,00 1,00 Ho 0.00 9.0 0100 Length � 6,517 ft 1 0,358 0.249 9.0x0 1.070 6.00 1,00 1 bO 1.00 1.00 3,56 930,12 2600,00 1,79 70.66 285,00 +D +0.750Lr +0,750L +0.7500 +H 1,00 1.00 1.00 1.00 6,00 9,001 0,00 0780 0.00 0.00 LLongth =6.50ff 1 0133 0.508 1,00 1.010 1.00 1,00 1,00 t.t3{1 1,00 7.31 1,906.74 2600,00 166 144.89 285,00 D+0.750Lr t0, 750L 4-0525O&H 1.00 1.00 6,00 1,00 1.00 1.00 0,00 0,00 1„111 0,00 Lengt = 630 ft 1 0.733 0.508 1.00 9.00 1 Z 1.00 1,00 1.00 1,oul 7,31 1,906,74 260HO 168 144,89 28S,00 +0 + 0.750L +0.7505 +0,750WtH 1,01 9,00 1.030 3.00 1,00 4.00 0,00 0.00 0,00 0100 Length =6,60ff 1 0.733 0,509 100 1.00 1,130 1.00 1,013 1.'10 4.030 7,31 1,906.74 2600,00 166 144..89 285,11 +L1 +0,750L +0.750S +43,52505 +H 1,00 1.00 1.00 1,00 1,00 1.00 0,00 0,00 0,00 U0 Length w 6.50 tt 1 0.733 0.505 1.00 1,00 17 00 1.00 1,00 1.00 1,0 7.31 1,906,74 26011,00 168 944.39 285,400 - .50€+0 +H 1.€I0 1,00 1Z 1 b :,00 1,00 0,00 0.00 0,00 0.001 Length =6,50 ft 1 0.295 0.549 1,00 1.030 9;00 9;073 1.00 1.0 1.00 2.44 558.0 26LV,00 1,48 42;41 285.10 +0,60+ .7QP +H 4.00 1,00 1,00 1,00 1.00 1,00 0.030 0.00 0,00 03,00 Length .=6,50 ft 1 0,215 0143 1.00 1.00 1.00 1,00 1.0±? 5.00 1,00 2,64 558,07 2600,00 108 42.41 285,00 Overall Maximum Deflections - Unfactored Load 6 - ad , C , amb`snaffor, Span Max. „ ° Deft Locetion to Span, Load orriinatlor t1ax. +° Def, a ,,. Lecatwears to part ...,,. +.. �.. ti,.___. 1 _ 0.2066 ------ 3,274 U000 U00 Vertical Reactions . Unfactor d Support notation : Far !eh in #9 Vatues m 10tPS Load Clcsrttb"mfon support 1 Support 2 "3ver�t'A°,4frrtur �. �M . .5265 .. w.. 5,255 ,...... t7Only 2.994 2.194 L Only 3,071 3.071 N- 5.265 5265 Title Black Line I Project Title: You can change, this area Engineer: Proiect ID: using the 'Settings' loenj stern Project Descr: ano men using the 'Printing & Tire Block" selection. Tifte look Un 6 DESIGN SUMMARY Wood Beam Re, R 285-m- I \ENGNE-1 \(,,'a rNPRCM C, M' M&P011 N&M 1A Vpr Descripton : r7 front entry canopy support CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, AS CE 7-05 Uniform Load: D 0 0750, S = 6,170. Tributary Width 11,0 it Load Combination Set: A 7-02 DESIGN SUMMARY at+eriat r Analysis Method : Allowable Stress Design Fb -Tension 2,600,0 psi E: Modulus of Elasticity Load Combination AS CE 7.02 Ftc - Comp 2,600 O psi Ebend-xx 1,900,0ksi Fc - pe'l 2,510,0 psi Eminbend - xx 965,71 ksl Wood Species it-evel Truss Joist Fc - Pero 750.0 psi 1,72595psi Wood Grade Microl-arn LVL 1,S E Fv 285.0 psi 78.65 psi FB : Allowable Ft 1,555,0 psi Density 32,210pcf Beam Bracing Beam is Fully Braced against Lateral-torsion buckling 285,00 psi OA 7) r-M M Applied Loads Uniform Load: D 0 0750, S = 6,170. Tributary Width 11,0 it DESIGN SUMMARY Maximum Bending Stress Ratio 0 664 I Maximum Shear Stress Ratio 0,276 1 Section used for this span 2-1.75x7.25 Section used for this span 2-1.75x7.25 flo - Actuai 1,72595psi fv: Actual 78.65 psi FB : Allowable 2,600,00psi Fv: Allowable 285,00 psi Load Combination +D+S+H Load Combination +0+5 +H Location of maximum on span 6,000ft Location of maximum an span 010 it, Span If where maximurn occurs Span # Span # where maximurn occurs Span # I Maximum Deflection Max Downward L+Lr+S Deflection 0.378 in Ratio y 33 1 Max Upward L.+Lr+S Deflection 0.000 in Ratio = <36(t Max Downward Total Deflection 0,544 in Rollo = Max Upward Total Deflection 0,000 in Ratio = <180 Maximum Forces & Stresses for Load Combinations Load Combination ciax §ttsiss"Ra V-iormvft Values Shear Values Segment Length Spar, # IV V C C RV C p C T C rr , C s CL M tb Fri at D i nay 0,00 0,00 0,00 0,00 Length = 12,6 ft 1 0,203 OZ84 1,00 1:00 11,00 ',04 1,00 100 1,00 1.35 528,35 2600,00 0,41 24.08 285,00 ;.D +F3 1,00 100 1.00 1.00 1.00 1.615 0.00 0,00 000 0.00 Length -12 "0 It 1 0203 0,084 1.00 1,00 1,00 1.00 1,00 1,00 1,00 1,35 528,35 2660.00 0'Al 24.08 285,00 4D+Lr+H 1,00 1,00 i.00 1,00 1.46 I Zo Ho 0,00 0,00 0,00 Length 12,0 ft 1 0203 0,084 1,00 1.00 1.00 1,00 140 1,00 1.00 1,35 528.35 2604.013 0.41 24,08 285,00 4,4 +S+14 1,00 1,00 1,00 1,00 1,00 1,00 Ho Ho 0,00 C,00 i-ength 12,0 it 1 0664 0,276 1.00 1,00 1,00 1,00 1,00 1 DO 1,00 4,41 '72595 2600W6 1,33 7&65 285,00 t6+0,750Lr+07501,+H I Z i'00 1,00 1,00 1.00 1.100 6:04 0,00 ON 0.00 Length= lH ft 1 0,203 0.084 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1.35 528,35 2600,00 6.41 24,08 285,00 +D+0,750L+0,7505 +H 1,00 1X 1,00 1.06 1,00 1,00 0.00 G00 0,00 0,00 Length =12.0 ft 1 0,549 0,228 1,00 1,00 1,00 1.06 1.1}4 1,00 1 Z 3,65 1,42655 2600Z 1,10 65V 285,00 0esc4tpt on : t7 front entry canopy Lo ad 0or11binatkm Max Stress tlataos Moment Vaiues Shear Vales Segment Length Sparc t�' V 34 t, � �= l 0 � ;� t s Fb ,,...v. t W ��.... , ... 3. fi u,-1_ ., i. 111 _- ,.., 1.013 -0M 1 SRC? .. 9. Q 1.Ot ,u " __- w "- ..m .Q 3, 11 ,�r", 0'00 Lengt =12.0 ft 1 0.203 0.084 1.00 1.00 1.00 1.00 1,00 1,030 1.00 1.35 528,35 2600,00 0,41 24.08 285,04 +0+09,70E +h1 1.00 1,00 1,00 1.00 1.00 1.00 0,00 0,00 Ho 0,00 Length � 12.O ft 1 0.243 0,084 1.00 1,00 1.00 1.00 Ibt) 1.00 1.00 1.35 52835 2600.00 0.41 24.08 285.00 +D+ .7 0Lr +0.75111 +4,750W +H 1.00 1.00 1 k 1,00 1,00 1,00 0,00 0,00 0..030 0100 Length 12.01t 1 0.203 0,084 1.00 1.04 1.00 1,00 1,00 1.00 1 ,00 1,35 571135 2600,00 0,41 24.478 2W00 +0 +0.7504r+0.750L +0.5250E +N 1.00 1.00 9.00 I'M 1,00 1.7a0 U0 U0 0,00 0100 Length = 12.011 1 0,203 0.0114 1,00 1,00 3.030 1.00 1.00 1,00 1.00 1.35 528.35 2600,00 0.42 24.08 285,00 +0 +0.750L+0,750S +0.7501 +1.4 1,00 1.00 1.00 1.4103 1.00 1.00 0,00 0.00 0.013 0,00 Length = 12,0 ft 1 0.545 0,228 1,00 1.053 1.00 1,00 1.013 1.00 1Z 165 1,426,55 600,00 1.10 55.{11 285.01; +O+0,750Lt0.7501S 05250E +Fl 1.34 1,003 1.03 1.40 1.00 1,00 0.304 Up Ho U0 1,e 12.0 f! 1 0,545 0.228 1,00 11,00 11. 1.00 1, 0 0 y i.00 3.65 1,425,55 2600 65.01 28 1 . 1 (�r.. y �� r=. 4600 +W+rf 1.40 . 1;00 Z Zo 4 00 1 ,00 1.00 1}.,00 y 1 , 110 tt'.SII) 0.00 n 5,0 0,00 Lergtt =12.0 ft 1 4,422 0.051 1.00 1,00 1,00 1,00 1,00 1.00 1,04 0.81 311.09 2600.00 0,24 1445 2015.04 +0,6010 +0.70E +1"4 1.00 1.00 1.010 €.00 1.00 1.00 0,00 U0 0.00 IDA Length - 12,01t 1 0.122 0.051 1.4{1 1.00 1.00 19 00 1,30 1,00 1,00 0,89 317.01 26K00 0.24 14,45 285.00 Overall Maximum Deflections - Unfactored Loads Load C o'nibtnar R Spar NIax.'-' 1' luocat'inn' in Sp an t ood do bi naiian E14x +` 0ef'`r S ocit on in Span 0+> 1 0.;1444 6.044 , 0,0000 m..., 0,000 V rtd &al Reaction - Urlfa tared Support notation : Far 9e€t is 41 Values in KP L .Qr ti 0 {;mbinalkin _ Support $ Support 2 ..... _ _ .,... .. u..._. �.,. (54ri# WArtltent.. �.,_, . 2,470 1,474 .... ., 0 ONy 0.450 0.450 S only 1.0211 1.020 NS 1.474 1,470 Title Block Line I Project This: You can Change this area Engineer: Proiect D. using the "Settiigs' menu rbirn Project Descr: and then using tte "Prriting & Unilorm Load ; D = 0,250, S = 0. 1320 , Tributary Width t, f1 ft Title Block' seiecfbn, Title Block Line 6 .. ........ . Wood Beam Description: cif - front entry beam support CODE REFERENCES Calculations per NDS 2005, IBC 2006, CIBC 2007, ASCE 7-05 n' POi be oWcA�-J ko, , Unilorm Load ; D = 0,250, S = 0. 1320 , Tributary Width t, f1 ft Load Combination Set: ASCE 7-02 ..... .... . ...... _.4444..,., Material Pro erties DESIGN SUMMARY Analysis Method: Allowable Stress Design Fla - Tension 2,600t O p si E: Modulus of Elasticity Load Combination ASCE 7-02 Fic - Cornpr 2,600.0 psi Ebend-xx 1,90iZLOksi 0,69Q 1 Fc - Pill 2,510.0 psi Eminbend - xx 965.71 ksi Wood Species il-evei Tama Joist Fe • Porp 7%0 psi (Food Grade MicroLarn LVL 1.9 E Fv 285.O psi Section used for this span Ft 1,55&0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling fv Actuat D 025 0.132 WIN Span = 12.0 ft W Applied Loads n' POi be oWcA�-J ko, , Unilorm Load ; D = 0,250, S = 0. 1320 , Tributary Width t, f1 ft ..... .... . ...... _.4444..,., . ... ..... DESIGN SUMMARY Maximum Bending Stress Ratio w 0,69Q 1 Maximum Shear Stress Ratio 0,287 :1 Section used for this span 3-1.75x7.25 Section used for this span 3-1.75x7.25 fc: Actual 1,794.04psi fv Actuat w 81,75 psi FB: Allowable 2,60&00psi Fv Allowable 285,00 psi Load Corribinaton +D,�,S+H Load Combination +D+S+H Location of maximum on span w .000ft Location of maximum on span 0,000 ft Span # where maximum occurs Spar, it 1 Span # where maximum occurs Span a I Maximum Deflection Max Downward L+L.r+S Deflection 0, 196 in Ratio = 736 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0,566 i Ratio = 254 Max Upward Total Deflection 0,000 in RatiO = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Valises Segment Length Span Cd 0 F, C i Cr C " C t C M t v f v obny i 0� 00 , 0 0 0" 0""'0 .0 Length 12,0 it 1 0,452 0,188 1.£76 1,00 1,00 1,00 9.00 1,66 11,00 4.50 1,174,11 2,600,00 1,36 53,50 28,5W +NL+H 1.00 1,00 1,00 1,00 11,00 1,00 0,00 0;00 OZ 0,00 Length =1 2a It 1 0,452 0,188 1a0 1.00 1,00 1,00 1.00 1,00 1,00 4,50 1,174.1 l 2600 00 1,36 53,50 265,00 -D+Lr+H 11 400 1,00 1,00 1.00 1,06 1,00 0,00 0,00 0,00 0,00 Length 12,0 ft 1 0.452 0,188 IDO 1;00 1,00 1,00 1,00 1,00 1,00 4,50 1,174,11 260HO 136 53,50 285r00 -D+S s-H I.00 5,00 1,00 1,00 1 Do 00 0,00 0,00 0,00 00X9 Length, 12,0 ft 1 H90 0.287 1,00 1,00 1,00 1Z 1.00 1 .0c0 1,00 6.88 1,794,04 26K00 2,07 81,75 285,00 -0+0,755 Lr+0750j.+H 1,00 1,00 1410 1.00 1,00 1,00 0,00 0,00 HO 0,03 , ,,ength : 12.0 it 1 0,452 0,188 1,00 1,00 1:00 1,00 1.00 1,00 1,00 4,50 1,174.11, 2600.00 1,36 53,50 285,00 -D+0,750L+0,7505 +H 1.00 1,00 1,00 1,00 1,00 1,00 0,00 0,00 0,00 0,00 Lenqlh = 12.0 it 1 0+630 0262 1,00 1,00 1 -C% 1,00 1.€ 1,00 1 000 6,28 1,639.06 2600,00 1 .90? 74,69 285,00 Description l rQ, - front entry beam support Load CornNnation Max Stress Fades Moment Values shear Values Segment Length Span 9 C V C C C i C' r C 31 C t C L M, % Fb V fV Fv +D+W+H 1.00 1,00 1,00 1M 1,00 1,00 0,00 OSO Ho 0,00 Length IZO ft 1 0,452 0,188 1,00 UO 1,00 107 1M 1.00 1,00 4Z0 1,174,11 2600,00 1,36 53,50 245.120 +D+ 1,00 1,00 1,00 1:00 1,00 IM 0.00 0,00 0,00 00 Length -12.04 1 0,452 0A88 IM IM 1,00 1,00 1.00 1,00 1,00 4M 1,174,11 2600,00 1,36 5150 285,00 +D+0.750Lr+0,750L+-0,750W+H I M 1 ko 1,00 1.96 1,00 1.00 0,00 Ho Ho 0,00 Length.. 12.0 It 1 0,452 0,188 1,00 1,00 1M 1:10 1.00 1,00 1.00 4,50 1,174,11 2600,00 1,36 53S0 285,00 D+C. 7,5OLr+O, 750L+0,5250E-1; 1,00 1.130 1,00 1.00 1.012 1,00 0,00 GM 0,00 0,00 Length =12 „0 ft 1 0.452 0,188 1.00 140 1,00 1 X 1,00 1,00 1.'30 4,50 1,174,11 2600A10 1,36 53,50 285,00 +t7 +0.75501.4 -0150 +0,750W +t9 t'00 1,00 1,00 1.00 1,00 1,00 0100 0,00 0,00 0100 Length = IZO ft 1 0,630 0,262 1,00 1.00 1,00 1M 1,00 1,00 1,00 6,28 1,639,06 2600.00 1,90 7449 285.00 +D 4-0,7501-4 750S + + t i I ko 1,00 IN 1,00 1M I X 0,00 U0 0,01) GO Length =12.01f 1 0,630 0,262 1,00 1,00 1.00 1,00 1.00 1,00 100 6,28 1,039.06 2600,00 9.90 74,69 265,00 +0.61}12+ . + H 1,00 1,00 1,00 1,00 1,00 1,00 0,00 Ho Ho 0,00 Lenc th = 12,0 ft 1 0,271 0,113 1,00 1 M 1.00 1.013 1.00" 1100 1100 2,70 704A7 2600,00 0,81 32,10 285,00 +0,60D470 &H 140 1.00 140 1,00 1,00 1.00 0.00 0.00 0, Gel Up Length = 12,0 It 1 0,271 0,113 1,00 1,00 1,00 1,00 1,00 1,00 "1.00 2.70 704,47 2600.00 0.61 32:1`x) 285,010 Overall Maximum Deflections - Unfactored Loads Load 6 m" 61ra - Span Locatlo in - a - x " D - a ",,-1 - L , o ,- ca ' fion ' 1n Span - - ---- b+s 09 1"x.044 0.0ko 0,000 Vertical Reactions - Untactored Support notation Far left I s fl , Vaiues hi KIPS Load Combination suppol I Support 2 ... ..... .. . ... ... WNW 61 2 &' ' '- ' " -- - 11- ------- D Onit 1,500 1,500 S crC y 0,792 0,792 D4S 2,292 2,292 T itle Block Line 1 You can change this area using the 'Settings' menu item and then using tree 'Printing & Title Block" selection, Title , Block L , in , e 6 Wood Beam Description . r9 patio beam Taper, Project Title: Engineer: Protest ID: Project Descr: Plie = CODE REF'ERENC'E ' .. . . ............... Calculations per NDS 2005, IBC 2006, CBC; 2007, ASCE 7-05 Maximum Bending Stress Ratio Load Combination Set: ASCE 7-02 0.5441 Maximum Shear Stress Ratio Material ' Priape�, 0.234 : 1 Section used for this span Analysis Method: Allowable Stress Design Flu Tension 900.0 psi E: Modulus of Elasticity Load Cornbinatbn ASCE 7-02 Fit - Corns 900,0 psi Pbend- xx 1,600.0 ksi to: Actual Fc - Pril 1,350.0 psi Ernnbend - xx 580,0 ksi Wood Species Douglas Fir - Larch Fc - Peril 625.0 psi Fv: Ailowable Wood Grade No.2 Fv 180,0 psi Load Combination A 575,0 psi Density 32,2 10 pct Beam Bracing Beam is Fully Braced against lateral - torsion buckling +DiS+H Location of Zimurn on span D 0A I t (0 .1 4 RE Span &0 ft A tied Loads S C, . ,_. ➢} t L Far� �c, u � �" t PP Uniform Load: D 0,10 S = 0,140, Tnbutary Odic =1.0 fl DESIGN SUMMARY Maximum Bending Stress Ratio 0.5441 Maximum Shear Stress Ratio 0.234 : 1 Section used for this span 2-2x10 Section used for this span 2-2xl 0 fb : Actual 538.55psi to: Actual 42,04 psi FB: Allowable 990.00ps! Fv: Ailowable 180,00 psi Load Combination +D+S+H, Load CombinalJon +DiS+H Location of Zimurn on span 4,000ft Location Ot MaXiMLM on spar, 7,241 it Span # where maximum occurs Span # I Span # where maximum occurs Span Maximum Deflection Max Downward L+Lr+S Deflection 0,041 in Ratio = 23,11 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Detlection 0,070 in Ratio = 366 Max Upward Total Deflection 0,000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Lead Combination Max Stress Ratos Mon-kent Values Shea Values Segment Length span 4 V Cd C FN C i Cr C rn t CL v fv F' v - 0",0 0,00 0"0"0' Length = 8,0 ft 1 0,227 0.097 1,00 1,10 1,00 10 1,00 1.130 10 0,80 224,40 990,00 0,32 17,52 180,00 +D-sL�H 1,10 1,00 100 1,00 1.00 100 0,00 100 0,00 0,00 Length - &0 ft 1 0,227 0,097 1.00 110 1,00 1,00 1.00 1,00 1,00 0.80 224.40 ll9().00 0,32 I7.52 180,00 +D+Lt+H 11,10 1,00 1,00 1,00 1,00 1.00 OJOG 0.00 0,00 0,00 Length 13.0`1 1 0,227 ObV 1,00 1,10 1 LOO I.00 1,00 1'00 4,00 0,80 224,40 990,00 0.32 17,52 180,00 +D+S+H 1,10 1.O 1,00 1,00 1,04 1,00 0.00 0,00 0,00 0,00 Length = 8,0 ft 1 0,544 0.234 100 1,10 1,00 1,00 1,00 1 DO 1,00 1 .92 53855 990,00 0,78 42,04 180,00 .0 . , 0 750Lrt0,150L +H 1,10 1,00 1100 1.00 1,013 1,00 0,00 0.00 0,00 0,00 Length = 8,O q 1 0,227 0,097 1,00 1,40 0 1,00 1,00 1-00 1,00 1,30 0,80 224,40 990�00 032 57.52 180Z -0 +0750L+0,7505 +H 1. lo 1,00 1,00 1.00 1,00 1,00 0,00 0,00 0.00 000 Lengtli = ,Oft 1 0465 0,200 1.40 1,10 1.00 1,00 1:x;30 1,00 1,00 1 .64 4600 990.00 0A6 35,91 180,00 Title Block Une I Project Title: 32 You can change this area Engineev protect ID: using the 'Settings°rnenu item Project Descr, and then using the 'Printing & Title Block' selection Tift Rack Une 6 Shear rfawes Wood Beam M Description ,, r9 patio beam 8' span Loan Combinator, Max Stress Ratios moment Values Shear rfawes Segment Length stran M V CC C FN C i Cr CM G t C L tt t Fb V fu Pv '10 1.00} 1,00 11)(1 1,00 1,00 0.00 0,00 0,00 0,1 Length = 8.0 ft 1 0,227 0.097 1,00 1.10 1.00 1,00 1 , Z 1,00 1,00 0.60 224.401 990,00 0,32 17,52 180.00 +D+0,70E4H 1,10 1.00 1D 1,00 1 00 1,00 0,00 0.00 0.00 Ho Length = 8,0 ft 1 0,227 0,097 1.00 1.10 1,00 1,00 9,00 I kO 1.00 030 224,40 990,00 0,32 17,52 180,00 +D+0,7501r, 1,10 1,00 1.00 1,00 1.009 1,00 0,001 0.00 Us, 0,00 Length, = 8,0 It 1 02V 0,097 1,00 1,10 1,00 1.00 140 1,00 1.47 0,80 224,40 990,00 0,32 17.52 180,G0 +0+0,75OLr+O 750L 70,5250E+H 1,10 1,00 1,00 1,00 1,00 1,00 0,434 0,00 0.00 0,00 Lenqjh. = H ft 1 0,227 0,097 UO 110 1.00 1,00 1.00 I Z I ko 0,80 224A0 9140bi) 0_ I7,52 180,10 +D+0,750L+0,7505 +0,7500 +H 2.10? 1.130 9.0 0 I Z 1,00 1,00 07.00 0,00 0,00 0,00 Length = 8,0 ft 1 0,465 0200 1,013 1,10 1,00 10 1,00 1.010 1,00 9 .64 460.01 990,00 0.66 35,91 18HO +0+0,750L+0,750S4,525GE+13 1,10 1.00 1,00 1.00 1,00 1.00 11A10 0,00 0,00 000 Length = &0 ft 1 0,465 0.200 1,00 1,10 1,00 1,00 1.00 1,00 1.0303 1,64 460,01 990,00 0.56 35,91 18U0 4 +W+H IAO 9,00 1,00 1,00 1:00 1.00 0.00 0,00 Ho 0. 011 Length,, 8,0 It 1 0.1'35 0,058 1,00 1,10 1,00 1,00 i3O0 1,00 1,00 008 134,64 990100 0,19 10,51 180,04 +0.6GD+0,70E+H IAO 1.00 1,00 1,00 1,00 1,00 COG 03:00 0,00 03,00 Lenglh = 8,0 ft 1 03 0,058 1:00 1.10 1,00 1,00 1,00 1,00 1,00 OAS 134,64 990,00 0,19 10,51 180, Overall Maximum Deflections - Unfactored Loads Load 6ranproation '_ ' ' - ' - .... ...... . ... ..... §� an . ... . ..... .. .... Max, '-'Deft Location in Span Load Cho w Max. '+' SO Location On . . .. . ....... Span D+S 1 0,0703 4,029 . .......... 0,00010 11-1 111111111111-1.11 11 1 OWO Vertical Reactions - Unfactored Support notzo(on : Far teat is N, Vatues in KIPS Loan Combination Support 1 Support 2 ................. ...... .. .. ...... . 0.51503 , , . ........ . . .. ... . D Oniy 0,400 0,400 S or,ty 0.560 o_%() D-S 0,960 09 60 Title Sack Joe ! Project T.ite: You can change this area Engineer: Pro ecl ID: using the 'Settings" menu ban Proiact Descr: and then using the 'Printing & Tifle Bieck' selection, MIM TV IST-i.f Wood Beam MPWAI r Nr. 114M-51111 A&I A fA AV liar A 11 € Description: n' 0 pwio beam 15° span CODE REFERENCES Calculations per NDS 2005, IBC 2006, CFTC 2007, ASCE 7-05 Load Combination Set : ASCE 7-02 Material Pro rties, 11 1 1 -I-,,,,- _.1111. Ple11 Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E 1 , Moddius of Elasticity Load Corribinaton ASCE 7-02 Fb - Compt 2,600,0 psi Ebend-xx 1,900,Oksi DESIGN SUMMARY Fc - Pr 2,010,0 psi Enontrend - xx 965,71 ksi Wood Species it-evel Truss Joist Fc - Peric 750,0 psi MaXiMUM Bending Stress tat Wood Grade Microl-am L 1,9 E Fv 285,0 psi R 1,555.O psi Density 32.210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Section used for this span DOI) SfO.14 Efts M A plied Loads Uniform Load: D = 0,10, S 0A40, Trioutary Width DESIGN SUMMARY MaXiMUM Bending Stress tat µ 01L624 1 Maximum Shear Stress Ratio 0.263: 1 Section used for this span 2-1.75x9.25 Section used for this span 2-1.75x9,25 fb: Actual 1,622.87 psi fv - Actual '74,88 psi FB: Ailowable 2,600,00psi Fv: Allowable 285,00 psi Load Combination 40-iS+H Load Combina +D+S+H Location of fraximum on span 7,500ft Location of rraximurn or, spar, 14,234 it Span # where max1rhum occurs Spar, Span # where maximum occurs Span # 1, Maximurn Deflection Max Downward L+Lr+S Deflection 0,366 in Ratio = 499 Max Upward L-i Lri-S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 0,627 in Ratio = 287' Max Upwaru'rotal Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Cornbinatim Max SlIess Raffos Voment Vaiuris Shear Values Segment Length Span # M v C C C i C r C I C t __,L M in Fb v 11 , V Fv D H10 HO 0,00 0.00 Length-15,0 ft 1 0,260 0,109 1,00 1.00 1,00 1,00 1,00 1,00 1,00 2,81 676,20 2604.00 0,67 31,20 28500 +D+L+H 1,00 1,00 1,00 1.00 1,00 1,00 0,00 0,00 0,00 Ho Length = 15.0 ft 1 0,260 0,109 140 1,00 100 1,00 1.00 1,00 100 2,81 676,20 2600,00 4b7 3120 285,00 + 1,00 1,00 1,04 1,00 1.013 1,00 0,00 HO 0,00 0.00 Lena 1 0260 ,,,,th 15L It 0,109 1,00 1,40 100 1,00 1.00 1,00 1,00 2,81 67620 2600.00 0,67 31,20 28N 6 +D+S+H 9,00 1,00 1.00 1,00 1,00 1,010 0,00 0,010 0,00 0,00 Lengt 15,O f, 1 0,624 0,263 1,00 3.00 1,04 1,00 1,00 1,00 1o; 675 1,622,87 2600.00 1.62 74,88 285,00 +53 +0?35Xr+015()1 +9i 1,00 1.00 1,00 1.00 1,00 LN 0.00 0.00 0,00 OLO Leno =15.0 it 1 0.260 0,109 1,00 1,00 1,00 1,00 1,00 1.00 1.00 2,81 676,20 2600,00 OV 31,20 285.00 , D+0,7501. +0,7505 +H 1,04 1,00 1.(10 1,00 1,00 1.130 0,00 0,00 0,00 000 Length- 15,01t 1 0x533 0,224 1,10 1,00 1,00 1,00 1,00 1,00 1.00 5,77 1,386.20 2600,00 1,38 63,96 285,00 M Lead Cornbinat;on klax Stress 9abos Moment Va;ues hear Values egment Ler gth Sinn # �i V d �� t � r C: m C t C , Ni fb F b V fV F'V + 44i 140 `lM , 1.00 1,00 1,00 .., 1,00 v , - . ............... 0,00 _....... 0.00 Ho 000 Length 15,0ff 1 0,260 0.109 1,00 1.00 1.00 1,00 1M 1,00 1.00 2.81 676.20 2fs{3OOa U7 3' €,20 26SM +5 +0705 +H 100 1,00 1:00 1,00 1,00 1.00 Ho 000 0,00 0,00 Length = 15,0 it 1 17.260 0,109 5,00 1,00 1.00 1.00 1.00 1.00 1,00 2.61 676,23 2600.00 {9.61 31.20 285.017 + +0.750Lr +0,7500 +0,75Ge1 +H 9,00 1,00 1 ko 1,00 1,00 1,00 0.00 0,00 0,00 0,0 LenMh -15.19 ft 1 0.260 0109 1.1)13 1 M 1,00 1 bo 5.00 1.0 1.00 2.81 67620 2600.00 0.67 39.20 2852 +D +0,75CLr +0.'750L +05250E4 -H 1,00 1,00 1.00 1 w0 1.00 1 1,00 0,00 0,00 U0 0,00 Length = 15.0 ft 1 0,260 0.109 1.00 1.00 1,00 1,00 1.013 1,00 1.1717 2.81 576217 2600,00 H7 3110 265.00 +L7 +0,750L+0,750S+0,7 0W +H 1,00 1 M I M 1 Z 5.00 1,00 ft.00 000 0.00 0;40 Length = 15.0 ft 1 0,533 0.224 1.00, 3.00 1.00 1.00 1.00 1,00 1,00 537 1,386,20 2600,00 1,38 6196 265.00 €3-e0.750L +0J50S +0.5250 +H 1,00 3.00 1,00 1 b 1,1}17 IA 0,x,0 Ho 0.017 0,00 Length = 15,Oft 1 1533 0224 1,00 1,00 1,00 1,00 5,130 1,00 1.00 5.77 1,386,20 2600,00 1,38 6196 2SOO +0.60D+ + -H 1.00 1.00 1,00 1,00 1.00 1,00 0.00 040 0.00 0 „00 Length -15:0 it 1 0.156 0.066 1.00 1.00 1 SO 1.00 1,00 1.00 1,00 149 405,72 2600.00 0,40 18,72 265.00 +0.60D +0.701_ +H 1,00 1,00 ".130 1.00 1.00 1.00 0,00 0,00 0,00 0.00 Length -15.0 ft 1 0,156 0.066 ?.00 5.00 1.00 1,00 1.00 Up 1.00 1,69 405,72 2600,00 GAO 18.72 285,00 Overall Maximum imam Defie tions - Unfa t red Loads Leaea Comb rration Scars Max ' -' Set Location I n Span Lead Co rnbinat €cn Max, + Deli Locaratien ira Span 1w 0.6d69� 7.555 0,0000 MOO Vertical fea ti ns - Unf ct red Sapped notation Far feft is #1 Vatues tr, KIPS Load So nation .. Support 1 u pport per 3 i tX are _ . -- 4. CD I 1801 .......... L9 Only 0,750 0,750 Onl 1,050 1.050 D +S 1.500 1 Mo "Oe Block Une 1 Project Title: You can change toss area Engineer: Proiect 0: ussng the 'Selings'mem� item Prolect Descr: and :heft using the 'Prinfing & Title Back' selection, Title RI Kt Jae fi W"o Beam File P.,�q'85-M-.I\ENGiNE-11,Calf,"�\AIT rNEFCALC, M. 1902013, Ouk±15.13,630, � CODE REFERENCES Calculations per NDS 2005, 1 BC 2006, CSC 2007, AS CE 7-05 ic'h, Load Load Combination Set: ASCE 7-02 d nutary Wkfth = 16,0 ft al Pr erties Materi pq "I'll I "I'll _ - ------ _ 1",',,'.,, 11,11-1 _ I Analysis Method! Allowable Stress Design Fit - Torsion 900 psi E. Modulus of Elasticity Load Combination ASCE 7-02 Fb - Cornpr 900 psi Ebend-xx 1600ksi MaXiMLIM Bending Stress Ratio Fc - PrIl 1350 psi Erninbend - xx 58oksi Wood Species Douglas Fir - Larch Pc - Pore 625 psi 1 Wood Grade No.2 Fv 180 psi Ft 575 psi Density 32,21 pot Bearn Bracing Bearn is Fully Braced against lateral-torsion buckling in : Actual _1wJ k.4aSLO 48 IN Applied Loads ic'h, Load Untorm woad : D= S=0,030kst, d nutary Wkfth = 16,0 ft DESION SUA144ARY MaXiMLIM Bending Stress Ratio 0.870 1 Maximum Shear Stress Ratio 1 Section used for this span 3-2X10 Section used for this span 3-2xIO in : Actual 869.07psi fv: Actual 78,99 psi F8 : Ailowabie 990,00psi Fv: Allowable 180,00 psi nation Load Comb nation +D+S+H Load Combination +D+S+H Location of on span 3,25oft Location of maximum on spar, 5,741 ft Span It where maximum occurs Span # I Span # where rnixmurn occurs Span # I Maximum Deflection Max Downward L+Lr�S Reflection 0,041 in Ratio = 1910 Max Upward L+Lr-+S Deflection 0,000 it Ratio = 0 <360 Max Downward Total Deflection O,075 it Ratio = 1041 Max Upward Total Deflection 0,000 in Ratio = 0x;180 Maximum Forces & Stresses for Load Combinations ion Ma oad Corritona' I x Stress Oatio's morrient values Shear Values .......... Segment Length Span 9 m V C d C Flo C Cr CrT, t7 t CL M fb Fb .. . . ....... v fv F D Csly 0,00 0.00 0,00 0,00 Length = 6,50 ft 1 0,399 0.199 1,001 1110 1 1 .01? I -Oc 1100 1.00 2.1 395,03 990,00 1,043 35,90 180,00 +D+L�H 1, 110 1,00 1.00 1.0? 1.00 1W 0,00 0,00 0,00 0,00 Lenqth = 6,50 It 1 0,399 0,199 1'00 1,*0 1,00 1,00 1.00 1,00 1,00 2,11 395L03 990'0Ci 1,010 E90 180,00 +D+Lr+ 1,10 1.430 1,00 11,00 1.00 I Z Goo 0,00 0,00 0,00 Lerqt, = 6,50 it 1 0,399 0.199 1,00 1,10 1,00 1 .0111 1,00 IZ 1,00 ZI 1 395.01 990,00 1,00 35,90 18OX +D+S+H 1.10 I DO 1,00 1,00 1.013 1,00 0,00 0,00 0.00 0,00 Length 6,50 ft 1 0,878 0r439 1,00 1,10 1,00 1,00 1,00 1,00 1,00 4,65 869,07 990,00 2,19 78,99 180,00 +D4,75(3,r4,750L+-i 1,10 1,00 1.00 100 1 .00 1,00 0,00 0,00 ODO 0.00 Length = 6,50 ft 1 0.399 0,199 1Z 110 1,00 1 X 100 11,00 1,00 2,11 395,03 990.00 4.00 35,90 180.001 +D-GI5OLfO,750S+H 1,10 1100 100 1 .41u I I (SO 11 IOLI 0,03 41100 000 0,(,@ Length =• (LSC ff 1 O.758 OX9 1 VO 1.10 1,00 1,00 1,00 1,00 1,00 4.01 75036 990,00 189 6822 lKOO Title ftck Une I Pmoict TiVe: You can change this area Engineer: Project R using the' settmgs menu item Project Ciescr: and then using the 'Printing & Titie Nock'selecton, Title Block Line 6 ....... --- Wood Beam ----- - -- --------- .. .... .... .. ENEKKC, WC, 1902013, &WIli, 116.30, Vero, Up XI Description Load Combinatkin Max Stress Paios Vloment Values Snear Values Segment Length Span 1-11-1111111 Cd C FIV C i C f C C t C�� V S Fy 1111-1-111111 Z'i ---- 'i �"� R -' 1 "1 -111-111 - 1,110 I'll 11 1111-1 1,00 11-11 11--.-111-'-'-"'-'- 1.00 100 1,00 . ....... .. 1,00 -- ----- 0,00 0,00 0,00 =0 Lanq#i = 6,50 It 1 0,399 0.199 i 00 1.10 100 1,00 1,00 1,412 1.001 2,11 395.03 990,00 1.00 35-90 180,00 +D+030E*H 110 1.00 1.00 1.00 1,00 1,00 0,00 0.00 Ho 0.00 Length 6,50 ft 1 0,399 0.199 1,00 110 IZ 9;00 1.00 1,061 1,00 2,11 39503 930,00 1100 35,90 180,00 +D+0.750U4G350L+0,7501 +H 1,10 1,00 6,1 1100 1,00 1.00 Uo 0100 0,00 0,00 Length =6,50 ft 1 0,399 0,I99 1,00 1,10 1,00 UDO It,0101 1,00 1,00 2.11 395.023 990,00 6,00 3590 1 KIN +D+0.750Lr-G.750L+0,5250E4H 1,10 1,00 1,00 100 1.00 1,00 0,00 0.00 0,00 0,00 Langth = 6,50 ft 1 13.399 0,199 1,00 110 1,00 1,00 1.00 1,00 1,00 2,11 395.03 990,00 1,00 35,90 180,00 +0+U50L+0J505 +0J5GW+H 1,10 1.00 1.00 1,00, 1,00 1,00 Ho 0,}.00 0,00 0.003 Length = 6.50 1 1 4,758 0,379 1,00 3A0 I,00 1,00 1,00 1,00 1,00 4,01 750,56 990,00 189 68.22 180,00 +D+0,750L + IA0 I Z 1,00 1,00 1,00 1,00 OXXX 0.00 0,00 0,00 Length = 6,50 q 1 0,758 0379 1.00 1,10 1,00 1,00 1,00 1,00 1,00 4.01 750.56 990,00 139 68,22 180.130 +0,600 +W+H 110 100 1,00 1,00 1.00 1.00 0,00 0,00 0,00 OR Length = 6,50 ft 1 0,239 0.120 1,00 110 I,o'(l IAI 1.00 1,00 1,00 1,27 237,02 NOW 0,60 21,54 180,00 +0.6013 +0.70E+H 1,10 1,00 1,00 1,00 1,00 1,00 0,00 Ho 0,00 000 Length = 650 ft 1 0,239 0A20 1,00 1,10 9.013 1,00 1,00 1,00 1,00 127 2 990,00 0,60 21,54 180LO0 Overall Maximum Deflections - Unfactored Loads Loah Corribirrilkari Span Max. '-" Defi Location in Span Load Combination Max, "+* DO ... ...... . . . ... Locationin Span r 0,0749 13,274 00000 0,000 Vertical Reactions - Unfac for ed Support notation Far left is #1 Value In KiPS Load Corrloina'%n Support I Support 2 Overaii NrAiinurn �q AG - �'960 D ONO 1,300 1 '13tv S only F, 1,560 Ds 2,860 2,860 KM M CODE REFE %'_10�" - m r be - a Calculations per N 2005, IBC 2006, CBC 2007, AS CE 7-05 Uniform Loaa: D = 0,0250, S = 0,030 kst, Tributary Load Combination Set: AS CE 7-02 Material, Prop Pont Load: 0 = 650, S = HO k 4 5,50 ft Analysis Method - Allowable Stress Design Fb - Tension 2,600.4 psi E, Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 2,600,0 psi Epand-xx 1,900 Oksj Fe - Pril 2,510.0 psi Entinbend - xx 965,71 ks! Wood Species it-eve! Truss Joist Fc - Porp 750.0 psi Wood Grade Microl-arn LVL 1.9 E Fv 285.4 psi Section used for this span Ft 1,555,0 psi Density 32,210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling 2,553,0 psi fv: Actual ffz#�� Applied L ads %'_10�" - m r be - a , P 11 P 1 11 e i Uniform Loaa: D = 0,0250, S = 0,030 kst, Tributary Width 16,0 ft Pont Load: 0 = 650, S = HO k 4 5,50 ft ,PM04SUMMARY Maximum Bending Stress Ratio 0.9821 Maximum Shear Stress Ratio 0.525: 1 Section used for this span - '(,75x11 »7 Section used for this span 3- 1,75x1 to : Actual 2,553,0 psi fv: Actual 149,76 psi FB ; Allowable 2,600,00psi Fv: Allowable 285,00 psi Load Combination +0+S+H Load Combination +D+S+H Location of maxirrum on span = 6.7 ft Location of maximurn on span 0,000 ft Span # where maximum occurs Span 1 Span # where maximum occurs Spar, # I Maximum Deflection Max Downward L,+Lr+S Deflecton 0,389 in Ratio = 447 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward'rotal Deflection 0.713 in f3atio 244 Max Upward Total Deflection 0,000 jr, Ratio 0 <180 Maximum Forces & Stresses for Load Combinations .... . ...... Lead Combination Max Stress Ratios Moment Rues Shear Value's Segment Length Span M v r- d FIV C i 'F C C t CL M fv .... .. D on,y ... ... 0,00 0,00 0.00 0100 Length = 14,50 it 1 0A46 0.239 1.00 1,00 1.00 1,00 1.00 1,00 1,00 11,93 1,160.48 2800.00 2S3 6H7 285.00, i.D+L+rl 1,00 1,00 1.66 1,00 4.00 11,00 0100 000 ODO 0100 Length, = 14,50 it 1 0,446 0,239 1,00 ILOO 1,00 1,00 1.00 1.00 1:00 11.93 1,160,48 2600,00 2,83 66.07 285,00 +ID+Lr+H 1.00 1,00 1'00 1,00 1,00 11,00 0,00 0,00 0,00 0,00 Length, = 14,50 ft 1 0,446 0,239 1,00 1,00 1-00 1.00 1 .00 1.00 1,00 11,93 1,160,48 2600,00 2.83 68.07 285,00 +D+S+H 1,00 1,00 11,00 1.00 1.00 i'00 0,00 0,00 0,00 OZ Length = 14.50 ft 1 0,982 OZ25 1,00 1.00 1,00 1,00 1.00 1,00 1,00 26,25 2,55105 260H0 6,22 14976 265,00 +D+035OLr475OL+,H 1:i7{} 1.00 1,00 1.00 1.00 1,00 0,00 Ooc ODO 0,00 Langth = 14,50 ft 1 0,446 0,239 1,00 1.00 1.00 1,00 1,00 1.00 1,00 11,93 1,160,48 2600,00 2,83 68,07 2850 +D+0,750L+0,7508+H 1,00 1.00 100 1,00 1,00 1,00 0,00 0,00 0.00 0,00 CcI:7 Load Combination Max Stress Ratios Moment Vahiss shear Vaftses * Length spare V u d C PV C f C, C 0 t C L ... ,. fb ., ,. F b V 1v p° LenstPtta't .5011 9 4,848 03.454 N 1,00 1,00 1,00 1,00 . , . 1.00 ,. ... 1,01 , , aw. 1,00 2.2,67 .. 2,20 +490 2604,00 5,38 129.34 285.00 +a +W +H 1,00 100 1,00 1,40 1.04 1.00 4.40 4,40 4;40 4.40 Length -14 50 ft 1 0,446 0239 3,OG 1.00 1 DO 1,00 1 I W 110 11,493 1,160,A?3 2600,100 2.83 68.,07 285,00 +L ?^s0,70 +H 1 D 9,00 1,00 1Z x,00 1.00 0100 0.00 U0 0.00 Length -14.50 ft 1 0.146 0,239 1.0€; 1,00 1.00 1W, 1.00 1.00 1.0 11,03 1,160.A8 2600.0() Z83 68,07 285,00 +D +0.750Lr +0.750L +0.750W +1! 1,00 1,00 400 1,00 I 1,00 006 0.00 0,00 UK) Length =14,54 ft 1 0,4='16 0239 1.00 10 1,00 1,00 1,00 1.00 1,00 11093 1,160,48 2600.00 2.93 68,07 285,00 +D +0,760Lr+0.7 0L+L0,5250E +H 1.44 1.00 1.00 Loo 1.00 1,00 0100 0.00 0 „00 Ho Length =14.50 #4 t 0.446 4239 1,00 1.00 1.00 1,00 1.030 1.00 1.00 11,93 1 2600:00 2,83 68,07 285, 00 +D +0,750L +0.750$ +0.750W +H 1.00 1.00 1.00 1 °.130 1,00 ODD 0,00 4.00 0,00 Length = 14,50 ft 1 0,848 0.454 1 ,00 1.00 1.00 1Z 100 1,00 1,00 22.67 2,204.90 2600:00 5.38 12934 285.013 +D +0,750L +O, 750$ +052508 +H 1,00 1.003 1,00 1.00 1.00 1.00 0100 Up U0 0,00 Length v 14.50 f1 1 0,848 4.454 1.00 1.00 1.00 1.00 1 1 ,013 1,00 1.00 2`2.67 2,204,90 2600,00 5.38 129,34 285.00 + .60D +VV +13 1,00 1.00 1,00 1,00 1,00 1.100 0.00 0,00 0,00 0,00 Length = 14,50ff 1 0,268 OJI,43 1,00 1,00 3.00 1.00 I00 1.00 00 7 „16 696.29 26130..00 1.70 40.1)4 285,00 +0,601)+0,70E +h 1100 1.00 1.00 1,00 1 .00 1.00 0,04 0,00 03.00 0100 Length =1 ,50 ft 1 0.268 0,143 1 I W 1,00 1.00 1.00 00 1.00 T16 696,29 2600.00 130 40.84 28500 Overall Maximum imu Deflections - Unfa t r loads Load Dcrnbinatnn span 11 lax. ` `” 03eft Location in Spar , . ;ticaId Ccrtnbina:ior M1ax, Y Csefi , Lccatia in sprit ,.„.. ._,... . D +6 ... . . .... ........ 1 ..... ..,.. , 0.7128 7.197 .., .._ .......,.�.,au ., ,__,..., ...w...,_..._ 0.0000 .,... ....,. 0,000 Vertical Reactions - Unfactored Support notation : Far is #1 tPatues to KIPS Lead Canlbinatiurs Support I senppcsrt 2 , . . . _ .. . . .. .,� 111- ,ww,, . ,....- ....., . ._. �., .. ....... ..,:.,..,,,, ... _, �'�1t�Air� il.. rt €fi ..... QWer�df� , i Wib� ,. �.t'7 . , .,.w._„ _....__.. ..�. ,.. _. ...,.n.., .... .. .. D t. NY 1210 1090 ,S c' np 3,+5'"1 1706 D +`J 7,463 6,797 Title Block Line I Protect Title: You can change this area Engineer: Proiect ID� using the 'Settngs' men. itern, Project Descr: and then using the 'Printing & Fv Allowable Title Block" selection, Load Combination Title Block Line 6 . ... ...... .. .. ... . . ---- Analysis Method ; Alhawable Stress Design . ....... . . Wood Beam PNrArAIC ftn Fr*V9119 VirAtlglh WO Calculations per N 2005, 18C 2006, CBC 2007, AS CE 7-05 MaMMUM Shear Stress Ratio 3-2x10 Section used for this span Load Combination Set: AS CE 7.02 fv Actual 990,00psi Fv Allowable , i-D#&�- H Load Combination 4 750f Location of maximum on span Analysis Method ; Alhawable Stress Design Fb - Tension 900 psi E .- Modulus of Elasticity Load Combiraton ASCE 7-02 Fb - Crimpr 900 psi Ebend-xx 1600ksi Fc - Pril 1;351} psi Eminbend - xx 580k Wood Species Douglas Fir - Larch ;c - Pairs 625 psi Segment Length Wood Grade Noc PV 180 psi C d C /% Ft 575 psi Density 32,21 Pat Beam Bracing Beam is Fully E3raced against hateral-tor rion buckling C L M Span = 3.50 ft Applied Loads Uniform Load: D = 0.0250, S = 03.0k30 eat, Tributary Width = 33,50 ft 0.533 1 MaMMUM Shear Stress Ratio 3-2x10 Section used for this span 527.58psi fv Actual 990,00psi Fv Allowable , i-D#&�- H Load Combination 4 750f Location of maximum on span Span # 1 Span # where maximum occurs 0,007 in Ratio el 3 0 000 in Ratio 0 <360 OV 3 in Ratio 3187 0,000 in Ratio 0 <180 N� 3-2x1O 65,31 psi 180.00 PS! +D+S+H 2 It Span # ,734 I Maximum Forces & Stresses for Load Combinations Load Combination, Max Suess Ratios Mament Values Shear Values Segment Length span # # C d C /% C i Cr C m C t C L M to FV Donly . . ........ 4, =a4 0.00 O"Ok Length = 3,50 ft 1 0,242 0,165 LO 1,10 1,00 1.00 11,00 1.00 1,00 1,28 239.81 990,00 0,82 29,68 1 80,00 «DL +H 1,10 1,00 1,00 1,00 i3O0 1,00 0,00 UO 0,00 0,00 Length = 3,50 ft 1 0,242 0,165 1,00 1.10 1,00 1,00 1,00 1 ,00 1X 1,28 239.81 99U0 0,82 29.68 180,00 +D+Lr+H 1,10 1,00 1,00 1,00 1 1,00 1,00 0,00 0,00 UO 000 Length. = 3,50 it 1 0242 0165 1,00 1,10 1,00 1,00 1,00 1,00 1.00 1,28 239,81 991 ON 29,68 1 802 +D+S+H 1,10 1,00 1,00 100 i3O0 I.00 0,00 Uvo UO 0,00 Length - 3,50 it 1 0,533 0363 1,00 1,10 #.00 1,00 1 .00 1 11,00 0 1.00 2,82 527,58 990, 1,81 65,3 +DfO 75OLr+0,750L+H 1,10 1.00 1,00 1,00 1'00 1,00 0.00 0,00 0,00 0,00 I Lvgth = 3 50 it 1 0,242 0165 1,011 110 1,00 1.00 1.00 1 ,00 1,00 1,28 2139.8 990,00 0,82 29,68 '80,00 D+0,7 1,10 1,00 1,00 100 1 1-00 1,00 0.00 0,00 HO UO Length = 3,50 It 1 0,460 0,313 1 DO 1.10 1,00 1,00 1,06 1 1.00 1.00 2,44 455,64 990,00 1.57 56.40 180,00 Title Block Line 1 Project Title. 40 You car change fts area Engineer Protect 0: using the "Settings" menu item Project Descr: and then using the 'Printing & Ttle BIcck' selection, Title Block Line 6 . ....... .. . .. ....... . . ..... .... File Wood Beam Load Combination Max Stress Ratios klorrert Values Shear VaUes Segment Lentith Span Co C F ', iv C j C r C m C I CL V F v +D; i,io 1 "60' 1,00 3.00 .0x3 0,00 0,00 4,00 0, Length = 3,508 1 0,242 0A66 1,00 1,10 1,00 1,00 1,00 1 <00 IAC 1,28 219,8 990.00 4.82 29,68 180,00 +D+0,70E+H 1,10 1.€1(d 1,00 11,00 '.u0 100 Up 0,00 Ho 0,00 Length = 3,50 It 1 0,242 0.165 4.00 1.10 1,410 1,00 1,00 1,00 1.174 1,28 239,8 990.00 US 29,68 180.fX) +D+O.7,5OLr+0,751L+0,75OW I.io 1.130 1,00 1,00 1.00 1,00 0.00 Ho 0,00 0,00 Length - 3.5011 1 0,242 OAS 1,00 1.10 1,00 1'Do 1,00 1,00 1,00 128 239,81 990.00 0,82 29,68 180,00 +D+0,750Lr+0,750L+05250E+H 1110 1„00 9.003 x.4{3 1,00 1 0,00 Ho 0,00 0,00 Length = 3,50 1 1 0.242 0,165 1,00 1A10 1X 1.00 1,00 1,00 1,00 1,28 239,81 990-00 0,82 2168 180,00 +D+0, 750L+0,750&0,750W+H 1, 1 10 1,00 1 DO 1,00 1,00 1,00 0do 0,00 US 0,00 Length m. 3L4 ft 1 0,460 0,313 1.110 9.10 1 N 1,00 1.40 1:04 1,00 2,44 455,64 990.00 1,57 56,40 180.00 +03 +07500 +G.750S+0,5250E+H 1,10 1.00 1100 1,04 1.04 I.00 Ho Ho 19.40 0,00 Length = 3,50 ft 1 0,460 0,313 1 -00 110 1,00 1.00 1,001 3.40 1,00 2.44 455.64 9901,40 1,57 56,40 130,110 +0,6010 +4! W 1A 1,00 1,00 1,00 1.00 1,00 0,00 0.00 U0 0,00 Length = 3.50 ft 1 0, l45 0,099 1,00 ,, 10 Loo 4.00 1'00 1.00 IN 0,77 14189 990.00 0,49 17.81 180.04 +0,600 +0,70E+H 1110 1N 11,00 1,00 1,00 1,04 0,00 0,00 0,00 0,00 Lengt, = 3,50 ft 1 0,145 0109q 1100 110 1.00 1104) 1.170 1.00 1.44 03 7 7 143.89 990,00 0,49 17,61 180.00 Overall Maximum Deflections - Unfactored Loads loaoi C Span Max, '-'Defl V Location 0, Spar . .. ............ . Load Cornbinat'on Max, '+, Defi Locifion in Span b-s' e. S b0132 Vertical Reactions - Unfactared Support notation Far left is #I Values 'in KiPS Lein Combination Support 1 Suppor 2 D Only 1,466 1,466 S Oniy 1,759 1,759 NS 3,224 3,224 Title Block Line I Protect Title, You can change this area Engineer: Proiec 03 . using the 'Seffings' menu itern, Project Deser: and then using the 'Prrfing & Title Block' selection, Width = 30,0 ft Title Block Line 6 - -- -- -- -------------- Wood Beam i PkXQrAtf' M! Im"Oft"k i1fiVI V., D'075 S 0,9 It T v Ir Ell Applied Loads Calculations per NDS 2006, IBC 2006, OBC 2007, ASCE 7-05 Load Combination Set: AS CE 7-02 Width = 30,0 ft DESIGN SUMMARY Analysis Method: Allowable Stress Design Fb - Tension 2600 psi E: Modulus of Elasticity Load Cornienation ASCE 7-02 Fb - Compr 2600 psi Ebead-xx 190oksi Fc - pill 2510 psi Erninbend - xx 965.71 ksi Wood Species it-evel Truss Joist Fc - Perp 750 psi Wood Grade Microl-ant LVL 1.9 E Fv 285 par 3-1.75x9.25 Ft 1555 psi Density 32.21 act Beam Bracing Beam is Fully Braced against lateral-torsion buckling fv: Actual D'075 S 0,9 It T v Ir Ell Applied Loads Uniform Load: D 0,02 50, S = 0,030 ksf, Trnutary Width = 30,0 ft DESIGN SUMMARY Maximum Bending Stress Ratio 0.6231 MaxiMUM Shear Stress Ratio 0,489: 1 Section used for this span 3-1.75xg.25 Section used for this span 3-1.75x9.25 to: Actual 1,619,87psi fv: Actual 139.32 psi FB t Allowable 2,600.00psi Fv: AfitcwaNe 285,00 psi Load Combinapor +D+S+H Load Combination +D+S4H Location of maximum on seen 3,500ft Location of maxmrium on span 6134 Span # where maximum occurs Span 4 1 Span # where maximum occurs Span It I Maximum Deflection Max Downward L+Lr+S Deflection 0,074 i Ratio 1130 Max Upward L+Lr+S Deflection 0,000 i Ratio - 0 <360 Max Downward Total Deftection 6.166 in Ratio = 616 Max Upward Total Deflection 0.000 in Ratio = 0 <160 Maximum Forces & Stresses for Load Combinations Load Comb Max Stress Ratios Moment Values Shear Values Segment Length span # v Cd C po C i Cr G, C t CL v tv F Y' .. . ... ... .... .... 0,00 OXI ............... 0,00 0,00 Length = TO ft 1 0.283 0,222 1,00 1,00 1,00 1.00 140 1,00 1.00 4,59 736,30 2600,00 2,05 63,33 285,00 +03 +L +H 1,00 1,00 1,00 11,00 11,00 1,00 0100 0,00 0,00 0,001 Length = TO ft 1 0,283 41.222 100 1,00 1,00 1,00 1,00 1 AO 1,00 4,59 736,30 2600,00 2uS 63,33 2855Z +DA.rO-1 ""GO 1,00 11 ZO 1,00 1,00 1,00 0,00 0,00 0,00 0,00 !..enrich = 7,0 ft, 1 0,283 0,222 1,0 140 140 1.00 1,00 1Z 1,00 4.59 736,30 2600,00 2,05 63,33 285,00 +D+S+H 1,00 1 Z I ZO 9.00 l 100 (YOO 0,00 0,00 0,00 Length = TO It 1 0,623 0,489 100 1= 1,00 1:'O 1,00, 1,00 1,00 10A11 1,61187 2600,00 4,51 139,32 286,041 +D+0,7,rOL 1,00 1 Do 1,00 1,00 1.00 1,00 0,00 OZ 100 0,00, Lerifth = TO ft 1 0.283 0.222 1,00 1,00 1.0O 1,00 1.00 I,00 1,00 4,59 735,30 26010,00 245 63,33 285,00 +D+0,7EOL+0,750S4H 1,7777 1.17f7 1.41a 1,00 1Z 2.00 ODO Son 000 0,00 Lenglh = TO ft 1 0,538 0.422 1.00 '.00 1,00 1,00 1,00 1,00 1,00 8,73 1,398,98 2600,00 3,4C 120,32 285.00 Title Block Line I Protect Ttie: You can change this area Engineer: Protect U using the 'Settings' menu itern Project Desto: and then using the 'Printing & Title dock" selection, Title Block Une 6 .. ...... ... Shear Vahies Wood Beam Rk ChCOP'Al n WP IftVI-IN111 MSiAl III L IVI W- 4q 9 Load Cornbinatton Max Stmss Rzuios Moment Uues Shear Vahies Segment Length Span # wl V Cd C FN C i Cr C , C t C L M fb Fb V III F'V 1.40 1,00 1,00 1,00 1 .00 1,00 0,W 0,00 Ho 0,00 Length = ft 1 0.253 0,222 1,00 1.00 1.00 1,00 1.00 1,00 1,00 4,59 736,30 2600,00 2.05 6133 285.00 -N0,/0E+H 1.04 1,00 1,00 1,00 1,00 ISO 0100 U0 Ho 0,00 Let3g° ;h = TO ft I 0, L283 0,24 1 ,00 1,00 1,413 1, 1,00 1,00 1 11,00 4,59 736,30 260HO 2,05 63,33 28500 13 10". 7 0La () 750W+H I.00 1 = 1,00 1,013 1,00 140 0,00 0.00 0,00 U0 Length - TO ft 1 0,283 0,222 1.00 1,00 1,00 1,00 1,00 1 ,00 1 ,00 4,59 7. 260UG 2,05 6133 285,00 t D+0.750Lr+0, 9.194 1,00 1,00 1 Zo 1,00 1,00 0,00 Ho 0,00 0,00 Length = 7.0 ft 1 0,283 0,222 1 ,00 1 100 1,00 1,00 1,00 1,00 1.00 4,59 736,30 2600,00 2,05 6133 285,00 *D+0,750Lt0,7505 +0,75011 +H 1,00 1,00 1,00 1 1,00 1,00 1,00 Ho 0,00 0,00 0,00 Lengt = TO ft 1 0,538 0A22 1,00 1,00 1,00 1,00 1,00 IX019 1,00 8.73 1,398,98 2600,00 3.90 120,32 285,00 +D4 1,00 1.00 1,00 1,00 1,00 1,00 0,00 0,00 0,00 0,00 Length = TO ft 1 4Z38 0,422 1,00 1 W 1 1,00 1.40 1.00 1,00 140 8,73 1 ,398,98 2600,00 3,90 120,32 285,00 +0.600 +%'V+ti 1.44 1,00 9.40 1,00 1.00 1.00 0,00 0,00 4¢40 0,00 Ler0h r- TO ft 1 0.170 0,133 1,00 1.00 1 SO 1,00 1,00 1.44 1,00 2,76 441,78 2600,00 1,23 38,,00 285,00 +0,60D+0,70E+H 1.0,0 1,00 1,00 1.00 1,00 1.45 7,40 100 0,00 0.04 Length = 7,0 ft 1 0,170 0,133 1.00 1,00 1.00 1,00 1,00 1,00 1100 2,76 441,78 2600-1 1,23 38,00 285,00 Overall Maximum Deflections - Unf act ored Loads Load Cornb6i�on Sp'an 'Max, DO Locatk.m in Sta 11 I I I'll, Load Combi I nation M 11 ax 3,�,Y I Oft I'll L I o I ca I tton I ir Span 0,0000 0000 Vertical Reactions - nfactored Sipport notation Far Loft is #1 Values �n K?PS Load Combnatkin quppon 1 SUPPO4 2 . . . ..... . .... ..... ....... Oviii4 MAXI Munl '5,7'75' 5`.7765. 1 .... 11 1 I'll "I I I I 1 1111,11-11,11, 11 11 1 11 1 D Oqfy 2V5 2,625 S OWY 3.150 3.150 D+S 5,775 5.775 EN Title Block Line I Project Ttle: You can change this area Engineer Project 0: using the 'Settings' menu ilern Project Descr: and then using the 'Printing & D ESIGNSUMMARY Title Biock'selection, Me Dock Line 6 Maximum Bending Stress Ratio i Wood Beam 0,7471 Maximum .. . . ...... Fire- EKRCAL(,, 8NC, 1983 SfAkl�6,1,3,6,30, Ver:6,13,& 6 301 i 3.2x10 M N m.j Descripfion 05 3-2x10 fb : Actual CODE REFERENCES 739�23psi . .. ... Calculations per N 2005, IBC 2006, CBC 2007, ASCE 7-05 113,96 psi FB: Allowable Load Combination Set: ASCE 7-02 990.00psi Fv: Allowable Material Prop rties . .. .............. . ___,_,,,,,__ ...... ,,,__ ........ .... 180 0 psi Load Combination 4na6ysis Method: Allowable Stress Design Fb - Torsion 900.0 psi E Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 90U psi Eberd- xx 1,600.0tori Fc - Pill 1,350,0 psi Eminbend • xx 580,0k& Wood Species Douglas Fir - Larch Fc - Perp 625,0 psi Span # where maximum occurs Wood Grade No,2 Fv 180, 0 psi Span # where maximurn occurs Ft 575.0 psi Density 32.210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Applied D UniformLoad: =0.0250, S=0,030ksf, TributarvWdth=23,0ft D ESIGNSUMMARY Maximum Bending Stress Ratio 0,7471 Maximum Shear Stress Ratio 0.633 1 Section used for this span 3.2x10 Section used for this span 3-2x10 fb : Actual 739�23psi fv : Actual 113,96 psi FB: Allowable 990.00psi Fv: Allowable 180 0 psi Load Combination +D+SOH Load Combination +D+S+H Location of rnaxinturri on span 2,500ft Location of maximurn on span 0,000ft Span # where maximum occurs Span # 1 Span # where maximurn occurs Span 1 Maximum Deflection Max Downward L+Lr+S Deflection 0,021 in Ratio = Max Upward L+I..r+S Deflection 0,0()17 ip Ratio = 0 <360 Max Downward Total Deflection 0.038 in Ratio = I Max Upward Total Deflection 0,000 in Ratio = < 80 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Rawls Moment Values Shear Values Segment Length Spa n# C C FA C i Cr Cm C t C L v N Fv Length = 5,0 ft I OIC39 0,288 1.00 1,10 1,00 1.00 1,00 1,00 1,00 1,80 336,01 990,00 1,44 51,80 180.00 +D+L+H 1,10 1,00 1,00 1,00 1,00 1.04 0,00 Ho 0,00 0,00 Lviqlh = 5,0 It 1 €k339 0.288 1,00 1,10 1.`014 1,00 1,00 1.00 1,00 1,80 336,01 ONO 1,44 51,80 J80,D0 +D+ , +1f 110 1.00 1,00 1,00 1,00 1,00 0.00 0,00 0,010 Ho Length = 5.4 It 1 0,339 0,288 1.00 x.10 lZ 1,00 1,00 1,00 1.00 1.80 336.01 990.00 1,44 51,80 180,00 +D*S+H 1,10 1,00 1 X1 1,00 1,00 1,00 0,00 0,00 Ho 0,00 Length - 5,0 ft 1 0347 0,633 1,00 1,10 1.00 1.00 1.00 1.00 1,00 3,95 739,23 990,00 3,16 113,96 180,00 iD+0,750L 1,10 1100 1,00 1,00 1,00 1,00 0,00 0,00 0,00 000 Length = &0 ft 1 0.339 0288 1,00 IN 6.00 1,00 10 1,00 1,00 1.80 336.01 990,00 1,44 51,80 IK(th +0+0I50L+0,7805 +1 -t 60 1:74 0AI 1.0 1100 1.00 9.00 0,00 0100 Dot) 0,00 Length, = 5.0 ft 1 0,645 0.547 100 1 ,10 1,00 1,00 1.00 1,00 1.00 141 638,42 990,00 273 98,42 184,00 EN Tifle Rack Line I Project Title: You can charge this area Engineer: Pro ect Q: using the' ettin s" menu item Project Descr and then using the `Nrfirg & Title Bitick'sejection, Title Sfock Line 6 ---------- - ... .. .... . .. ... .. .... . . . ..... . ...... Segrnwt Length Span # Re Wood Beam rXCCU r W,' M Load Combination Max Stress Rat"es Moment Values Show Values Segrnwt Length Span # M V C d C FN C I C Cul C t C V t V 5 "v W+ 3 1,10 1.00 1.00 1,00 1,00 1 M 0,00 0,00 0, 00 0,00 Length, = &0 ft 1 0,339 0288 1,00 1A0 1,00 1,00 1.00 1,00 t,00 80 338.01 990,00 1,44 51,80 180,00 P D+0,70E+H 110 1,00 1, 1,00 1.00 1,00 0.00 0,00 HO 0,00 Length =. 5.0 It 1 0,339 0,288 3 X00 1,10 1,00 1,00 1,00 1,00 1 So 1.80 336.01 9!70.00 1,44 51,80, 160D0 +D+0.7501.r�0,750L 4-0.750W+H 1,10 1,00 1,00 1,00 1M) 4.030 0.010 Ho 0,01. 0,00 Length = 5.0 ft 1 0,339 0,288 1.00 1.10 1,00 1,00 1,00 1,00 1.00 1,80 336,01 990,00 1,44 51,80 180,00 +D+0,75G1,.r+0,750L+0,5250Ef H 1,10 1,00 1.00 i3O0 1,00 1,00 0kW Uo Ho OM Length = 5,0 ft 1 0,339 0,288 1,00 1,10 1,00 1.0:0 4 .00 1,00 1.00 9.60 336,01 990,00 1,44 5130 180,00 +D+0150L+0,7505 +0,750W �H, 1,10 1,00 9.00 1,01;0 6:00 1,00 0.010 WOO US 0100 Length .0#t 1 0.645 0,547 1,00 1A0 1,00 1.00 1,00 1,00 1,00 3,41 638.42 990.00 2,73 98.42 180, :00 +03 +0,750L+0.7505 +0,P250E+H IAO 1,00 1,00 1,00 1,00 9.0£1 0,00 Ho 0Z 0, Length 5,0 ft 1 0645 0,547 1,00 1,90 1.00 1,00 1.00 1.00 1.00 141 6303.4? WHO 2,73 98,42 180M +0.600 +W+13 IAO 1 ,00 140 1.00 1,00 1,00 0-00 0,00 040 0, GO Length w 5,0 ft 1 0,204 0,173 1,00 1,10 1,00 1,00 1 DO 1,00 I Z 1,08 201 .61 990,00 0,86 31,08 480,00 +0,6007 +0,7()E+H 0.10 100 1,00 ISC' 1100 I.00; CA 0,00 0,00 0,00 tongth, = 5 5,0 ft 1 0,204 0,173 1,00 1,10 IN 1,00 100, 1.017 1,00 1,08 201,6 990M 0.86 31,08 1800 Overall Maximum Deflections - Unfactored Loads Lditc bcrn6ivalion span', M L Sp ar "Load D*S 1 0,0377 2,538 0,0000 0,000 Vertical Reactions - Unfactored Support rotation Far left is #1 Values in KIPS Load 6 6 bol §6p rt I' 'Support 2 0 OWy 1.438 1,438 S OHY 1125 1,725 3,163 3163 Title Block Une I Project Ti tle; 45 You can charge this a, ea Engineer: Project ID� using the 'Settings' menu item Project Descr: and ther, using the 'Printing & Titie Block' selection, O.VVY117. ".1 Description : GT I CODE REFERENCES Calculati Load Combination Set � ASCE 7-02 M Material Properties SPW ft ... . .... . ..... Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination AS CE 7-02 Fb - Compr 2,600.0 psi Ebend-xx 1,900,01nd Fc • Pril 2,510.0 psi Eminbend - xx 965,71 ksi Wood Species it-evel Truss Joist Fc - Perp 750.0 psi Wood Grade Microt-arn L 1. E Fu 285,0 psi Ft 1,555.0 psi Density 32,210pcf Beam Bracing Beam is FOy Braced against lateral-torsion buckling S a fit SPW ft Applied Loads Sersice o, i 1 oao Wi Loads on all spans-, Uniform Load on ALL spans : D = 0,0 50, S 0,030 kst, Tributary Width 16,01t DESIGN SUMMARY Maximum Bending Stress Ratio 1 MaxiMUM Shear Stress patio 0,532 1 Section used for this span 4-1.75x213 Section used for this span 4-1.75x213 to Actual 2,095,97psi fv : Actual 15 1 x55 psi FS : Allowable 2,600,00psi Fv: Allowable 85.00 psi Lead Combination +Di-S+H Load Combination +D+S+H Location of maximum on span 25,000, Location of maximum or. span 25,000 ft Span # where maximum occurs Span # I Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0,417 in Ratio = 831`) Max Upward L+Lr+S Deflection -0.006 i Ratio = Max Downward Total Deflection 0364 in Ratio = Max Upward Total Deflection -0,011 in Ratio = 2 Maximum Forces & Stresses for Load Combinations Load Cnrnbinat ax on M Stress Ratios . . ......... .... . .... ... Moment Values .. ...... .... .......... slear Values Segment Lengt,. Span # v Cd a. C Fo C Cr C m .. C t C L M Is Fb v N Fv D 6nly 0.00 0,00 0,00 0,010 Length, = 25,01 1 0,366 0.292 1 00 I.00 1,00 1,00 1,00 1Z 1,00 37,05 952,71 2600S0 6,43 6&89 285.00 Length n 29,0 ft 2 0.366 0.242 1,00 1,00 1.04 1,00 l.00 1,00 1,00 37,05 952.71 2600,00 6,43 68,89 285,00 ')4L4H t 1,00 1,00 1,00 1.00 1,40 1,00 0,00 0,00 0,00 OAX Length = 25,0 it 1 0,366 0,242 1.00 1.00 1.44 1.00 1 on 1,00 10 37,05 952,71 2600,00 6,43 68,69 28S,00 Length = 29 0 ft 2 0 66 0,242 1,00 1«00 1.00 1,00 1,00 1,00 1W 37,05 952,71 26002 6,43 68a9 285,00 +D+Lr+H 1.00 1.00 11,00 1,00 1,00 1,00 0,00 0,00 0,00 0,110 Length = 25,0 ft, 1 0,366 0,242 1 X 1,00 1,00 1,00 1,00 1,00 1,00 37,05 955211 2600,00 6,43 68,89 285.00 Length = 29,0 1 2 0,366 0,242 1,00 1Z 1.00 100 1,00 1,04 1,00 37,05 95211 26 6,43 68,89 265.00 + O + +-H 1.00 1,00 1.00 1,00 1,00 1.00 4.474 0,00 0,00 0,00 Length = 25,0 it 1 0,806 0,532 1,00 1:411 1,00 1,00 1,00 1;00 1,00 8iSl 2,095,97 2000.04 14.14 151.55 285,00 I r*Ve Block Une I Project Title: vou can change , ,Ns area Engineer Project 0; usmg the 'Settings" menu item Prqect Descr: and ther, usiq the 'Printing & Title Block' selectior. Title Block Une 6 .. ....... . ... . . . Wood Beam i,EC6 Load CaTbration Nlax Stress Relies Momvt Values ShaarWues Segment Lerigth Spar, r M V Cd 0 Fret C 1 Cr C M C , C M 1b Pb V tv FV 2 - ft - 2 , 0.8005 0,532 - 1,60 , 160 - %rS I' 0L a 0 1,00 1 X3 81,57 2.095 97 2600,00 14,14 151,55 285,003 +D+0,750Lr+0,750L+H 1,00 1 1 Z 9:00 1,00 3.00 1,00 0,00 U0 0,00 0,00 Length = 25.0 ft 1 0,366 U42 1.00 1.40 1 -00 1,00 1 ,00 1A 1.013 37.05 952,71 2600,00 6A3 68,89 285,0 Length = 29,0 It 2 0.366 0,242 1,00 1,00 1 ,00 1,00 100 1,00 1,00 37.05 952.71 2600,00 6,43 643589 285,00 +D+0.7501 +0,750S+H 1,00 1,00 1,00 1,00 1,00 1.00 0,00 0,00 0,00 0,00 Length = 25e ft 1 0,696 0A59 1,00 1,00 1,00 101, 1,u�o 1,0( 1,00 70,30 1,810,16 26000 12,22 1,10,89 285,00 Leng!h = 29,0 it 2 0:696 0,459 1.00 1.080 I ,00 100 1,00 1,00 1,00 70,39 1,810.15 2600,00 1222 130,89 285D0 ,D+W+H 11,00 1100 1'530 1 IgO I°000 I.00 Ho 0,00 0100 0,00 Length = 25.4 ft 1 0,366 0,242 1,00 1.00 1.00 1,003 1,00 1,00 1 ,80 37.05 9 z52,71 26O0.00 6,43 68,89 285.00 Length -- 29,0 ft 2 0,366 0,242 1,03 1.00 1.00 1,00 1,00 1,00 !.003 37,05 952Y1 2600,00 6A 6&89 285A) +D+0AE+H 100 1,00 " 1,00 1,00 1,00 0,00 000 0,00 0,00 length -25:0 It 1 3}.366 0,242 1,00 3.00 100 1,00 1,00 1,00 1,00 37,05 95271 2600,00 6A 68,89 285,00 Length = 20.0 It 2 0,366 0.242 1,00 1,00 1,00 4,00 1,00 1,00 1,00 37,05 952,71 2600,00 6,43 68,89 2850 +D+0,750L,r+0,750L+0,750W i 1,00 1,00 1 1.130 1.00 1.00 0,00 0,00 US 0,00 Length = 25k q 1 0166 0,242 1,00 1,00 1,00 1,00 1 ki) 1,00 1,00 37,05 952,71 2600,00 6,43 68,89 285D0 Length = 29,0 ft 2 0.366 0,242 1,00 1W 1,00 1 ,00 1,00 1.00 1 ,01p 37,05 952,71 260{3.00 6,43 68,89 285,00 +0+0,750Lr40.75k+0,5250E-H 1,00 1 1,00 1,00 1,00 1,00 1.00 0,00 0,00 0100 0,00 Length 25,0 It 1 0.366 0,242 1,00 1.00 1-00 1,00 3,00 1,00 1,00 37,05 952,71 2600,00 6A 68,89 285.013 Length 29,0 ft 2 0,166 0 100 1, 00 1 SO 100 1,00 1,00 1.00 37,05 952,71 2600,00 6,43 68.89 285b0 +D+0,750L+0,7509+0J50V/+H A 1,00 1-00 1,00 1,00 1,010 0,00 0,00 0,00 0,00 Length = 25,0 ft 1 0,696 0,459 1,00 1.00 1,00 1.410 1,00 1,00 1.00 7039 1 ,810,16 2600,00 12.22 130,89 285,00 Length :2 ft 2 0k% 0.4,513 1,00 1.00 1 00 1,00 1,00 1,00 1,01) 70,39 1 ,81016 2600.00 12,22 130,89 265,00 +D i-035OLi 0,750S+(L5250E4 1,00 1 ,00 1,00 9.00 I Z 1,00 0,00 Ho OIDO Ho Lan0111 = 25 D ft 1 0,696 0,459 1 00 1,00 1,00 1.00 1.00 1.00 900 7039 1 2600,00 12,22 130,89 285,00 Length = 210 ft 2 0,696 0,459 1,00 1,00 1,00 1 1 00 1,00 1 ,0 0,318 1,1810, 26 12,22 130,89 285,00 +(L60D+w+H 1,00 1,00 1,00 4130 1,00 ; 40 0,00 0.00 0,00 Ho Lenglil• 7 25,0 6; 1 0,220 0145 1,00 1,00 1,00 1,00 1,00 1.00 1,00 22.2,3 571.#13 2600,00 3,86 41,33 285.00 Length = 29.0 2 0220 0, t45 1.00} 1,00 1.00 1 -00 1,00 1 .00 1100 2223 571,63 2600,00 3,86 41,33 2WOO +0,60D +9 361 1,00 1,00 1,00 1 100 1,00 1.00 0,00 3,00 0,00 0,00 Lenqtf = 2U ft 1 0 0,145 1,00 1,00 1.00 100 1.00 I Z 1,00 22,23 571,63 2600,00 3,86 41,&l 285,00 Lenqth = 29,0" it 2 0.220 0.145 1,00 1,00 1,00 1,00 IZO 1,00 1,00 22-23 W 86 2600,00 3,86 4 1,3x3 285V0 Overall Maximum Deflections - Unfactored Loads Load,borrbnai on Span ' 'Max'. '-` 0 eh Loeat'icn In S ........... L d kui Max, "+ 'Deft Location 4) Span D+lg d'27"60 9,9'1'6 D-l D+S 2 0,7639 16,363 0,0000 23,603 Vertical Reactions - Unfactored Supwt notatim Far left is #1 Values in KIPS Load CombinabOn Support I Support 2 Support 3 0 e - i QA�i` i V ral . 746 °47115 .... . . ..... . ...... . D Only 3.518 i 3,560 4,522 S or y 4,22 16-272 5,427 D+S 7,740 29,831 9,949 CA T41e Rock Line I You can change INs area using the 'Settings' menu iterr and then using the "Printing & Title Block' selection, Description: GT 2 CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7.05 Load Combination Set � ASCE 7-02 Project ID: 47 hf, - 'E "Materialf'roperties ..... . ...... . . ... .... . ..... . Analysis Method: Atloorable Stress Design Fb - Tension 2�600,0psi E � Modulus of Elasticity Load Combination AS CE 7-02 Fb - Comfir 2,600,0 psi Pbend- xx 1,900,0k& Fo - P 1 2,510,0 psi iminbend - xx 665,71 ks Wood Ssecies it-evel Truss Joist Fc - Peep 750,0 psi Wood Grade MicroLarn LVL 1,9 E Fv 28&0 psi 0,51 a I Maximum Ft 1,555,Opsi Density 32,210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Section used for this spun I �1 Loads on a!1 spans-, Uniforn Load cn ALL spans ; D=U250, S=0,030ksf, Tributary iiVroth=42,0ft DESIGN SUMMARY ENEEZ- Maximum Bending Stress Ratio 0,51 a I Maximum Shear Stress Ratio O 822 , 1 Section used for this spun 4-1.75x2O Section used for this span 4-1.75x20 fic : Actual 2,221 psi fv : ,Actual 234,36 psi FB: Allowable 2,600,00psi Fv: Allowable 285,00 psi Load Cornbination 4D+S+H, Load Combination +D+S+,H Location of maximum on span 18,000ft Location of makrnum on span 103.391 '1 Spar, It where maximum occurs Spar, # 1 Spar, # where rraximurn occurs Span 4 1 Maximum Defiection Max Downward L+Lr+-S Deflection 0,105 in Ratio = 1 91 8 Max Upward L+Lr�-S Defiection -0,001 in Ratio = Max Downward Total Deflection 0.285 in Ratio = Max Upeard Total Deftection -0003 in, Ratio '= 7 6 S -; Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Patios Mornant Values t ear Values Segment Length, Span # Cd C FN C i C C t C L M fb F"n ........... v tv Fv _", __ .... . ........ - . . .. .. D OWY .. ...... .. ... . .... ... Ho 0,00 Unit 0,00 Lenkith - %0 ft 1 0.388 0.374 1,00 1,00 1,00 1.00 1,00 1,00 1.00 39,28 1,009e7 2600,00 9,94 10&53 285,00 Lemith = 16,50 ft 2 0,388 0,374 1,00 1 N 1.00 1,00 1,00 1,00 1,00 39,28 0.838.80" 2600,00 9,30 106-53 28500 +DtL+H 1,0() 1,00 1,00 1,00 1,00 1,00 0,00 0100 0100 0,00 Length = 19.0 ft 1 0.398 0374 1,00 1 1,00 1,00 1.00 100 1.00 39,28 1,009,97 2600,Q4 9.94 106,53 285,00 Length = 16,501 2 0,,W 0,374 1.00 100 1,120 1100 1,00 1 00 1.00 3928 1,009,97 2600oi) 9,30 106.53 286,00 +D+Lr+H 1,00 1,0 €0 I.00 I ,(X) 1,00 t,00 0so Ulf 0,00 0,00 ength 18.0#1 1 0,388 0,374 1,00 1,00 1,00 4,00 1,00 1,00 1,00 39,28 11,009,97 2600,00 9,94 1, ,06x53 285,00 Length = 16,50 ft 2 CAN 0.374 1.00 1,00 1,00 1 300 1,00 1,00 1,00 39,28 1,009,97 2600,00 9,30 106,53 285.00 .D+S+H 1,00 1,00 1,00 1,00 IN 3.00 0,00 0,00 (Loo 0,00 Length =18,0 ft 1 0855 0,822 1.00 1,00 1+00 UT 1,00 1 ,00 UO 86,41 2,221,93 2600,00 21 A7 23436 285,00 It I. I UA4V f+ I. I UA 1 Span = 18.0 ft Span = 16.50 ft Title Block Lone 1 P rq I e Tifle. ! Yoij can change thts area Engheer: Proiect ID, using the 'Settings' menu itern Proiect Descr and then using the "Printing & Title Black' selection. TitleLine 6 . I . ........ .. .... ... ...... . ... ... . . . ...... .......... ... ... ..... Wood Beam He P,`aQ85,-M-I%ENGHNE- I \UrSiM'TVof , T-I -,C EC6 ENERCALC, NC 1 , %,3-20 S1, &04,6,13,UAG, V ar,& -30 .13,630 Description « GI 2 Load CombOation Max Stress'piatioc, Moment vaiuss Shear Values Segment Length Span iii - V x'79 C F N C i C, C M C C 4 P Length - 16,50 P 2 0,855 0,822 1,00 1,00 1 �00 1,00 1.00 1 �00 1,00 86,41 2,221,93 260C,00 2CA6 234.36 285,00 4 , 750Lr+0.750L+H 1.00 1,00 10 1.00 1.00 1,00 0,00 0,00 0.00 0,00 Length = 18,0 1 1 0,388 0,374 1.00 1.00 1.00 1,00 1,00 1.00 1,00 39,28 1,009 . 2600, 0 9,94 106-53 285,00 Length = 16,50 ft 2 0,388 0,374 1,00 1.00 1,00 1,00 1 ,00 1,00 1 ,00 39,28 1,X9S7 2600,00 9,30 106,553 285,00 +0+0 750L+0.750$+H 1,00 1,00 1,00 1.00 1.00 U* 0,00 0,00 obo 0,00 Length = 18,0 ft 1 0.738 0.710 1,00 1,00 1,00 1,00 1,00 1.00 1,00 74.63 1,918,94 2600,00 1839 202,40 285.00 Length = 16,50h 2 0.738 0,710 1,00 1,00 1,00 1,00 1,00 1.00 1 74,63 1 ,915,94 260000 17.67 202,40 285,00 +DW +H 1,00 1.00 1.00 1,00 1,00 1.0+0 0.00 0:00 0,00 0-00 Length 18 0 ft 1 0,388 0,374 1,00 1,00 1,00 1.00 1,00 1,00 1.00 3928 1,009,97 2600,00 9.94 106.53 285Z Length 16,50 ft 2 0,388 U74 1,00 1,00 1,00 I DO 1,00 1,00 1,00 3928 1,009.97 2600S4} 9.312 I46.53 285.00 +D+O 7GE+H 1.00 1,00 1,00 1,00 1,00 1 .04 0,00 Ho 0,00 0.00 Length, 18,0 It 1 0,388 0,374 1.110 1.00 1,00 1,00 100 1.00 1,00 39,28 1,009,97 2600W 9,94 106,53 285.00 Length 16,50 it 2 0,386 0,374 1.00 1,00 1 :00 1,(Y,) 1.00 1,00 1,00 39,28 1,009,97 2E40,00 93 0 106 53 285,00 7 D4 1,00 1,00 1,00 1,00 1,00 1,00 0,00 0,00 Ho 0,00 Lerigth , • 8.0`t 1 0,388 0,374 1,00 1,00 1..00 1,00 1.00 1 1, N, 1,00 39,28 1,009,97 2600.00 99 1 0653 28500 Leralt 16,50 q 2 0,388 0,374 1,00 1,00 1,00 1.00 1,00 1,00 1.00 19,28 1,009,97 2600,00 9130 106,53 285,00 ,-D+0 350JA, 750L+P,,52: 1,00 1,00 ? .00 1,00 1 SO 1,00 Up O'Go 0,00 0,00 Lenq z 18,0 ft 1 0,388 0.37 IAN 9.012 1,00 1,00 1.417 1,00 1.00 39,28 1,009,97 2600,00 9,94 106,53 285,00 I, engrh :16 50 ft 2 0.388 0,374 1.00 1,00 1,00 1,00 1,00 1.00 10 39,28 1,0119.9; 2600.00 9,130 106,53 285,00 +3 +0,750L+0,7505 +0I50W+H, 1.00 1,00 1.00 1,170 1,00 1.00 U0 0,00 0,00 0,00 Length µ,1L3.0 ft 1 0,738 03W 1,00 1.00 1 ,00 1.00 1.00 1:00 1,00 74,63 1,9 1 8,94 2600.00 18,89 202,40 285,00 Lenqtn = 1 , U0 ft 2 0,738 0,710 1,00 1,00 1,0 1,00 1.+30 1,00 1.00 74,63 1,918,94 2600,00 17,67 202,40 285,00 +D+0750t, +0150S4,5250E+H 1,00 i3O0 1 1,00 1,00 1,00 1.00 0,00 000 Ho 040 Lenqtb = 18V ft 1 0.738 0,710 1,00 1,00 1,00 1,00 1,00 1.00 1,00 74,63 1,918,94 2600,00 18,89 202,40 285,00 Length = 96,50`! 2 0.738 0,710 1 Al 1,00 1,00 1,00 100 1,00 IA 74,63 1,918,94 260HO 17.67 202,40 285.00 +0,60D+W+6.1 1,00 1,00 #,00 1,00 1,00 1,00 0,00 0,00 0,00 0,0() Length -18.0 If 1 0233 0,224 1.00 I:00 1.00 1,00 1,00 1:470 1,00 2157 605,98 2600,00 5,97 63,92 285D0 Lengt, = 16-50 ft 2 0233 0,224 1.00 4,010 1 1,00 1,00 1,00 1,00 1.00 2157 605.98 2600.00 5.58 63,92 285,00 +0S0D+0.70E+H 100 1.00 1,00 1,00 1,00 1,00 0.00 0,00 0,00 OX)o Length = 18,0 ft 1 0.233 0,224 1,00 1 ,00 1,00 1,00 1,00 1o01 9.00 23,57 605,98 2600,00 5.97 6192 285,00 Length = 15,50 it 2 0,2W 0,224 IA 1.00 1,00 1,00 1,00 1,00 1,00 23,57 605,98 2600,00 5 50 63,92 285.00 Overall Maximum Deflections - Unfactored Loads Load CcmWraton Span Max DO Location sn Span Load 0emh4tatstan Max. '+'Defl Location in Span D+S 1 02552 7,844 0,0000 0,000 D+S 2 01567 9863 D+S -0,0026 0,553 Vertical Reactions - Unfactored Support rotation . Far left is #I Uues in KIPS woad Combirtation Support I Support 2 Supper 3 .. . . . ..... ... ...... eiaR 4A inium '990 49,885 113.821 0 Only 7,268 22,675 6.282 S Orly 8,722 21,210 1.539 D+S 15,990 49L815 ' M M Code References CataWations per ACI 318-05, IBC 2006, C 2007, A E 7-05 Load Combinations Used: A E 7-02 General Information IMateriat Properties Soil Dpsign Values fc: Concrete 28 day strength 3,0 ksi Allowable Soil Searing 3.0 k$f ty: debar Yield 60,0 ksi increase Meaning By rooting Weight No Ec : Concrete Elastic Modulus 3,122 O ksi Soil Passive Resistance (for Sliding) 250,0 pcf Concrete Density 145,0 pcf SOR/Concrete Friction Coeft, 030 q) Values Flexure 0,90 Shear 0,750 Increases based on foofirg Depth Analysis Settings Footing base depth below soR surface = It Min Steel % Bending Peinf, Allowrable pressure increase per foot of deptl= k IM in Allow % Temp Reirrf, 0,00180 when footing base is below ft Min, Overturning Safety Factor 1.0-11 Min. Shriing Safety Factor 1,0 1 Increases based on footing plan dimension Add Ftg Wt for S61 Pressure Yes Allowable pressure increase per fool, of dept ksf Use ftg wt for stability, moments & shears Yes when maxi urn Iength or width is greateri ft Add Pedestal Wt for Soil Pressure No Use Pedestal M for stability, mom & shear No Dimensions Width parallel to X-X Axis 450 ft Length parallel to Z-Z Axis 4,50 ft Footing TNcknes 12.0 in 93110IMMIN11M px: parallel to X-X Axis = 10,0 in pz: parallel to Z-Z Axis = 10.0 in Height in Rebar Centerline to Edge of Concrete. at Bottom of footing 3,0 in . .. . . ...... T ........ . .. . ... . ... . . . ..... .... .. .... . .. ... . .... .. .. ....... . ......... A Title Block Line 1 Project TiVe: You can change this area Engineer: Project ID: using the 'Settings' menu Project Descr: and then using the 'Printing & Title Nock' selection, Title, E1�1olpis"Line Pie P:W--M- 1,EC6 Steel Beam �-mcnrm r mr iaatoniv vA An Description: 2f5 CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CSC 2007, ASCE 7-05 Load Combination Set: ASCE 7-02 go] Material roertse na Analysis Method: Aliowable Strength Design Fy: Steel Yield 36.0 ksi Beam Bracing ° Beam is Fuiiy Braced against lateral-torsional buckling E: Modulus 29,000,0 ksi Bending Axis Major Axis Sending Load Combination ASCE 7-02 Q O.5 L O��7 Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0,50, L = 0,70 k/ft, Tributary Wdth 1,0 it DESIGN SUMMARY Ilona Maxim"um Bear iing"Sires's" Ratio Maxi I rnu I rn 11 S - h I e I a I r I Stress , , Ratio 0, 17 2 Section used for this span 14 22 Section used for this span W14x22 Ma: Applied 25.350 k-ft Va ; Applied 7,80 k Mn 1 6 e a - 1 Allowable 59,641 k-ft Vn/Omega : Allowable 45,374 k Load Combination. +D � +H Load Combination +D+L+H Location of max1mur3 on span 6,SOoft Location of maximurn on span 13,000 ft Span 4 whole maximum, occurs Span a 1 Spar. # where maximum occurs Span # I Maximurn Deflection Max Downward L+Lr Deflection 0,079 in Ratio = " , "" ,.+ Max Upward 1. 4-Lr+S Deflection O.000 m Ratio 0 <360 Max Downward Total Deflection 4J, 135 in Ratio = 1158 Max Upward Total Deflection 0,000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Surnmary id Moment Values SiJMffjafy Of Stiear VaaaeS Segment Length Span 4 IN, V ax+ t4max - Me - Max Mnx Mrix/Ornegir Cb 14m Va Max Vnx Vnx/(onega 0'6n�y Dsqn, L = 13,00 ft 1 0,177 0,072 10,56 10,56 W60 59,64 1,00 1 J00 3.25 6&06 4537 +D+L+H, 0sgn1= 1100ft 1 0,425 0,172 25,35 25,35 99,60 59,64 1,00 1,00 7,80 68,M 45,37 +D+Lr+H Dsgn L = 13,00 ft 1 0,177 0,072 10,56 10$6 99,60 59.64 1,00 1,00 3,25 68,06 45,37 +D+S+H Dqqn, L = 13.013 it 1 0,177 0,072 1056 10,56 99.60 59,64 1,10 1,00 3,25 68,06 45,37 +D4-0,750Lr+0,75()L+H Dsga, L = 1 3,00 ft 1 0,1163 0,147 21,65 21,65 99,60 59,64 1.013 1.00 6,66 68,06 45,37 +D+0,750L4,7508+-H Dsgn, L - 13,00 ft 1 0363 0.147 21,65 21 .65 99.60 59,64 1,00 1,00 6,66 68,06 4537 i-D+W+H D54r-L:: 13.00 ft 1 0,177 0072 10,56 1056 99,60 59,64 1,00 1.00 125 68,06 45,37 +D+o70E+H Diatn' L = 1100 it 1 0,177 0.072 I0.56 1 10,56 99,60 54.604 1:00 9.00 3,25 613.06 4537 +D+0,751 }Lr+0.750L.+ Dsgm L = 13,00 q 1 0,363 0,147 21,65 21 :65 99,60 59,C4 1.00 1,00 6,66 68,06 45,37 +D+O, 75OLr+0.750L +0,5250E + Dfigm L = 13,00 ft 1 0.363 0,147 21,65 21,65 99,60 54 64 1.00 1.00 6.66 68,06 4537 +3 +0,750L+0,750S+0.75OW i H Dsqn, L � 13,100 ft 1 0,363 0,147 21,65 21 :65 99,60 59 64 1,00 1,00 6,66 68,06 4517 +D+O ?50L+0Y50Si-0,5250E+H ,Ds,gn. L = 1100 ft 1 0,363 0,147 21,65 21,65 99,60 59,64 1,00 1.0 «0 6.66 68,06 45,37 46004WH TlVe Block Line I Project Title: 51 You can change this area Engineer: Project 0: using the 'Settings" mem ,tarn Project Descr: and then Using the 'Printing & 'Title Dark' selection, Title Block Une 6 Rle- cft9?%-M- I'ENGNE-ITalcoMP/6r- LE 6 Steel Beam ENERCALC, INC, 1983-2013, Bus ld,6,116,30, Ver&13,6,30 Description : 26 poor" !cads CODE REPER ...... ....... Calculations per AhSC 360-05, lBC 2006, CB C 2007, AS CE 7-05 Load Combination Set: AS CE 7-02 Material Properties Analysis Method: AHowabie Strength Design Fy: Steel Yield: 36 O ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000,0 ksi Bending Axis : Major Axis Sending Load Combination ASCE 7-02 D(2,5) LOA) DO A) LO 7) W1422 Applied Loads Service loads entered, Load Factors will be applied for calculafions. ... . . ... .. Load(s) for Span Number t Point Load D = 2-50, L = 3,10 k @ 1,0[t Point Load D = 1,40, L = 1,70 k @ TO ft Uniform Load ' D = 0 0250, L = 0,030 kid, Extent 7 0 13,0 ft, Tributary Width, = 23.0 it DESIGN SUMMARY Maximum Bending Stress Ratio mm 0,417: 1 Maximum Shear Stress Ratio OA84 : 1 Section used for thlis span W1 4x22 Section used for this span W1 4x22 Ma: Applied 24,854 k-ft Va : Appifled 8.352 k Mir / Ornega: Allowable 59,641 k-ft Vn/Ornega : Allowable 45,374 k Load Combination +D+ +H Load Combination +D+L+H Location of maximum on span 7,020ft Location of maknurn on span 0,000 ft Span # r0ore maximum occurs Span # I Span # where maximum occurs Span 4 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.067 in Ratio - 2,322 Max Upward 1.+Lr+S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 0,123 in Ratio = 1272 Max Upward Total Deflection 0,000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Cornbfriation Max Stress Ratios Summary at Moment Values Surnmary all Shear Values Segment Length Span # rax + lisintax - Ma • Max Nlnx Miro/Omega Cb Rai Va Max Vnx Vnx r Drign, L = 13,00 ft 1 0 0,083 1125 11,25 99,60 59,64 1,00 i. {31 3,75 68,06 45N g ti} l Osgn L = 13,00 lit 1 0 0,184 24.85 474,85 99,60 59.64 1,00 1,00 835 68,06 45,37 *D+Lr+H Dsgn, L = 1100 ft 1 0,189 0083 11,25 11,25 99,60 59,64 1.00 1,00 3,75 68,06 45.37 +D+S+H Deg, L = 13-030 ft 1 0.169 0,083 11,25 11,25 99:60 %64 3.901 1,00 3 ,r5 68.016 45,37 r NO,750U+03501_4-H Ds9m L = 13,00 ft 1 0.360 0,159 21,45 21,45 99.60 59,64 1,00 1,00 7,20 68,06 45,37 -�D+07FOO Dotit, L = 13,00q, 1 0,360 0,159 2145 21,45 99,60 59,64 1,00 1,00 T20 68.C6 45,x3 +D+W+,H Ds n. L = 13,00 ft 1 0, 189 0,083 11,25 1125 99,60 59,64 4,00 1.00 175 6&06 4537 i,N-030E+H Dign, L = 13,00 it 0,189 0,083 1125 11,25 99,60 59,64 1,00 12 3,75 %06 45,37 6D+O,'15OLr+O." 50L,+0,750W+H t3sgir, L = 13,00 ft 1 0,11360 0,159 21.45 21,45 49.60 59,64 1,00 1,00 7,20 68,06 4537 +D40,75'OLr+0.750L+0,5250E+H Dsgn, L = 13,00 It 1 0,360 0,159 2145 P1,45 99,60 59,64 1,00 1,00 7,20 68,06 45,37 iD4750L+0,7SGS+O 750W+ii DsqmL, - 13,00ft 4 0,360 0,159 21,45 2145 99.60 59364 1,00 1 , VO 7,20 68,06 495,37 Title Rock Line I Pro Title: You can change this area ttlqrneer; Proiect ID� using the 'Settings' menu item, Protect Desor: and theca using the "Prinfi, ng & Titre Back'seiection, Tito Black Line 6 'I Steel Beam Re, FVST-t ENE9CALC, 0qC',, 19814013,3 M CK Vers-l' Description : 26 poct ioads x/ deck roams CODE REFERENCES Load Combination Set: ASCE 7 Material Properties Analysis Method: Allowable Strength Design Fy Steel Yieid: 36,0 ksi Beam Bracing � Beam is Fully Braced against lateral-torsionai buckling E: Modulus 29,000.0 ksi Bending Axis : Major Axis Bending Load Combinatlon ASCE 7-02 M Applied Loads Service [oads entered. Load Factors will be apphed for calculations. Loadfq for Span Number I Point Load D=2,50, S =110k 0 1,0 ft Pomt Load: 0 - 1.401, S = 1,70 k @ 7,0 ft Uniform Load: D = 0, 250, S = 0,030 lest, Extent = 7k 13,0 ft, Tributary Width = 23.0 1 Unitorm Load ' D = H20, L = 0,040 ksf, Tributary Width Ktl it DESIGN SUMMARY Maximum Bending Stress Ratio 0.712 I Maximum Shear Stress Ratio 1 Section used for this span W14x22 Section used for this span W14x22 Me: Applied 42442k-ft Va ; Applied 13,701 k : owable I'Vin / Omega AH % 641 k-ft VnOm /ega : Ailowabie 4&374 k road Cornoinaton +D+0350L+0,750S+H Load Combination - D+0750L+0,750S+H Location of rnaximurn on span 7-020ft Lecafon of roaxirnum rind so an 0,000 ft Span # where maximum occurs Span Spar, 4 where maximum occurs Span If I Maxi nn Deflection Max Downward L+Lr+S Deflection 0,157 in Ratio = 99A Max Upward L+Lr+S Defteficin 0,000 in Ratio � 0 <360 Max Downward Total Deflection 0,257 in Ratio � 6(`6 Max Upward Toter Deflection 0,000 in Ratio- 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Rat os Summary of Moment Values Summary of Shear VaIues Segment Length Span Max a Wax - Ma - Max Mnx Mrix/Omega Cb R?P, Va Max Vnx Vnx/Omega 1f 6'n' ly Dsign.L= 13,00ft 1 0329 0140 19,64 19,64 99,60 59,64 1,00 1,00 6,35 W06 45,37 +D+L4H Dsgn,L= 1.3.00 ft 1 0.611 0,255 36,43 36A3 99.60 59 64 1.313 1.00 11 .55 68,06 45,37 �D4Lr+H Ngn, L = 13,00 ft 1 0.329 0.140 19.64 19,64 99,60 59,64 1,00 1,00 6,35 68,06 45.37 +D+S Dsgm L = l 3,00 ft 1 03,557 0,241 33,25 33.25 99.60 %&11 1,00 1 1,00 i0'95 6806 45,37 +D+0,750Lr+0,750L+H Dsgn.l-z 13.00ft t 0,541 0,226 32,24 3224 99.60 59, 64 1,GO 1,(10 0,25 68,06 45.37 +D+0,750,' Dsgn, L = 13,00 it 1 0,712 0.302 42,44 42A4 99A0 59,64 1,00 1,00 1170 68,06 45,37 +Di Dsgn, L w 13 LIS ft 1 0,329 0,140 19,64 19.64 94.60 59,64 1,00 1,00 6,35 W06 45,37 +D+0 7 E+H Dsgr, L = 13,00 ft 1 0129 0A40 19,64 19,64 99,60 50x.64 1,00 1,00 6.35 68,06 45,37 +D+0,75OLr+0.750L 4,750W+H' 01sgn, L = 13,00 ft 1 0,541 0,226 32,24 32,24 99,60 59,64 1,00 1,00 10,25 68,06 4527 +D+0,750Lri0,750L+0,5250E+H Dsqrr L = 13,00 ft 1 0,541 0,226 32.24 32,24 9950 59,64 1.00 1,00 10,25 68,06 45,37 + D+G 750L � 0,750S > 0,750W+H Ttie Block Line 1 You can charge this area using the 'Settings' menu item and then using the 'Printing & Tille Block" selection, 2i6 point Wdg wl deck (reads Project Titic 53 Engineer: Project 0: Project Descc Load Combination Max Stress Ratios Summa of Moment Values Summary of Shear Values Segment Length Span # Se M V �Ima X + 4rr."x �ia_� a Mnx Mnxtonrega Cc RM Va IvIax Vnx Vn)dOmeqa 13,00 ft 1 0112 0,302 42,44 42,44 99,60 59,64 1,00 1.00 13.70 68.06 4537 D+0I50L+0350S+0.5250E+H Dsgn L = 13,00 ft 0112 13.3J2 42.44 42A4 99,60 59,64 1.r13 1,00 1370 68.06 4537 +0.50D44H Dsgn, L - 13,00 ft I OA98 0,084 11.79 11.79 99.60 59,64 1,00 I,00 3,81 6&G6 45,37 +H0D+0,7A.E+H Drign. L = 13,00 ft 1 0.198 H84 1139 11,79 99.60 69,64 1,00 1,00 3,81 6&06 4537 Overall Maximum Deflections - Unfactored Loads Load Cornteriefion Spar, Max- "-' De Location in Span Load Combination twlax +' Deff Locanon in Span rq U30 OZOO 0400 Vertical Reactions • Unfactored Support notation ; Far left is 41 Values in KlPS Coed 6oiri6#natec r ' §Uppun" Sown 2 ....... ....... N&A D Only 6,350 6,200 L Only 5200 5,200 S OWY 4,602 4.338 L+S H02 9.518 D+L 1 1,550 1$ L400 D+S 10,952 10,538 NL+S 16A52 15138 The Stock Lme I Project Title: Yo;i can change 'his area Engineer: Pro,ect 0, using the 'Seitngs' menu item Protect Descr and then using the 'Printing & Tire Block' saiection. TAW Block Line 6 Poin Load: D = 2r5o, S • 3.101 k @ H it Fiie- PAOS5 E.C6 i Steel Beam MPWAY r ftC 3 OAAM111 il-ki r 11 PIP V-9 4 I AliX Description: 2 point loads w/ dech ioads cmntinous C Applied Loads - ------ Service, 11olads"Ien-t"ored. ' Load " Factors o I (d I f I'll bra applied for calculations.11111. LoadW for Spar, Number I Poin Load: D = 2r5o, S • 3.101 k @ H it Point Load: D = 1 40, S = 1,70 k @ 3.0 It Uniform Load: D = 0.0250 S = 0.030 ksf, Extent U 3,0 ft, Tributary Width = 23,0 it Load(s) for Span Number 2 Point Load D = 2,50, S = 3, 10 k (4 1,0 It Point Load ; L1= 1,40, S = 1 70 k @ TO ft Uniform Load: 0 r 0,02 0, S = 0x.030 ksf, Extent = TO 110 It, Tributary Width = 23,0 fl, DESIGN SUMMARY Maximum Bending Stress Ratio = 0.339 : 1 Maximum Shear Stress Ratio ().2 16 1 Section used for this span W14x22 Section used for this span W14x22 Me : Applied 213, 1:3 Va: App4ed 9,908 k Mn / Omega : Allowabie 59,641 k-ft Vn/Ornega: Aliowable 45374 k Load Combination +,D+S+H Load Combination +D+5+H Location of maximurn on span I 1,000ft i-mation of rnaximurn on span 11,000 ft Span # where maximum occurs Span # I Shan # where, maitmurn occurs Span # I Maximum Deflection Max Downward L+Lr+S Deflection O 033 in Rafio 4,731 Max Upward L +Lr+S Deflection 0,000 in Ratio 0 <360 Max Downward Total Deflection O, 060 i Ratio = 2582 Max Upward Total Deflection -0,000 m Ratio = 365427 Maximum Forces & Stresses for Load Combinations oad Combina : Max Siren son ummairy of monrent Vaiues Surnmar of hear Values S Segment Length Span M i�illma"x tamax- ranx N"IrudOmega Sc Pm Va Max Vnx VrxiOrrega 13sgn, L = 1!.007 ft 1 0.153 0.098 4,47 -9,12 9,12 99,60 59,64 1,00 1,00 4,45 68,06 4537 Dsgn, L = 13,00 it 2 0,153 0,098 7,31 .912 9,12 99,60 59,64 1 .015 1Z 4.45 68,06 45.37 +D+L+H 9sqn, L = 11,00 it 1 0.163 0,098 4,47 412 9,12 99,60 59,64 1.00 1,00 4,45 68,06 45,37 Ds C mLz 13.00 ft 2 0,153 0,098 T31 -912 9�i2 99,&) 59.64 1,00 1,00 4A5 6 &06 45,37 +D+L,+H Dsgn, L 11,00 ft 1 0,153 0,098 4A7 -9,12 9,12 99ko 59.64 1,00 1.00 4,45 68,06 4537 Dsqn, L. = 13,00 ft 2 0,1153 0,098 731 -9,12 9,12 99.60 5164 1,00 10 4A5 688.06 45,37 +D+S+H Disgri, L = 11Z ft 1 0.339 0,218 991 -20L23 20,23 99,60 59,64 1,00 1,00 9.91 6&06 45 g n, L = 1100 it 2 0,339 Dw 0,218 116,10 -20,23 20,23 99,60 59,6 ;1 $.110 1'00 9,91 68,06 45,37 D+0,7i0Lr+0,750L4H D,sgn. L = 11,00 ft 1 0,153 0,098 4,47 -9.12 5,12 99,60 %64 1,00 1,00 4,45 68,06 45,37 Dsop, L = 13,00 it 2 0,153 0098 7,31 -9.1 9,12 99-60 59,64 100 1,00 4,45 68,06 45.,37 -D+0,750L+0750S+H ,)sgrr, L = 11,00 it 1 0,293 0,188 8.55 -17,45 17,45 99,60 59,64 1,00 1,00 13.54 68,06 45,37 Dsqr,, L = 13,04 2 0,293 0.168 1190 1 7,45 17,45 99.60 59,64 1,W 1 00 8,54 68,06 45,37 Title Block Line 1 Project Titles� 55 You car., change this area Engineer: Pro'lnt ID: using the 'Settings' menu 4em Project Descr and then using the 'Printing & TIVe Nock' selection, Title Block Line 6 . ...... - --------- - File RNW285-M-1 •I\C&s\MT`VIST-I,tci Steel Beam 01MW A W -10AILNII I AAAA t A xA Se-r, 1 AV Descnption : 2f5 Point oads wi aet* loads cant rmus Load Combination Max. "-' Dell Max Stress Rafos Max, "4' Dell L ocafor, m Span Summaq of Moment Values U219 Summary of Shaer Values Segment Length Spar, # 1 0.492 D+ 2 Mmax Wax - Ma - Max Mnx MwOrn, ega Cb Rm Va Max Vnx Vnx/Orrrega +D+W+H Support 2 Support 3 Overiii 0 5,220 17.18' 6. 8 D Only 2,361 TP5 2,899 D L = 11,00 ft 1 0,153 0D98 4A7 412 9.12 99,60 59,64 1.00 1,00 4.45 68,06 45,37 Dsgn, L = 13,00 ft 2 0A53 0096 7,3 -9,12 912 WIS) 59.64 1,00 1,00 445 68.06 45,37 +D+0,70E+H Dsqn, L = 1'4,00 ft 1 0A53 0,098 4A7 -9,12 9,12 99,60 59,64 1,00 1.043 4,45 68,06 45,37 [)son. L = 13,T, ft 2 0,153 0 7,31 -912 9,12 99,60 %64 1 W 1,00 ?5.45 6&06 4537 i-D+0,7501,r+0,75OL4,0,750W�H Dsgn, L = 11,00 It 1 0,153 0.098 4,47 -9.12 912 99,60 59,64 1,00 1,00 445 68,06 45 Dagn, L = 13,00 ft 2 0 0,098 7,31 -9,12 9,12 99,60 59,64 1,00 1.00 4A5 68,06 46.x,7 mD+0.750Lf+0, Ds n, 1. = I LOO ft 1 0,153 0,098 4,47 -9,12 912 99,60 59,64 1.00 3.00 4,45 68.06 46.37 Dsgn, L = 1100 ft 2 0,153 U98 7,31 -9.12 9,12 99.60 59,64 1,00 1,00 4,45 68,06 45,37 +D+0,750L+0,750S+0,750W+H Dsgn. L = 11,00 ft 1 0,293 0,188 855 -17,45 17,45 99,60 59,64 1,00 1,00 854 68,06 4537 Dsgn, L = 13,00, ft 2 0,293 0,188 1 13,90 -IT45 17A5 99,60 59,64 1,00 1,00 &54 66,06 45,37 +D+0,750L4,),75GS+0,5250E+H Dsgn. L = 11 A ft 1 0,293 0.188 8155 -17,45 17,45 99,60 59,64 1,00 1.170 8,54 68,06 45,37 Dsgm L = 13,00 ft 2 0,293 0,188 13,90 -17,45 17.45 99,60 59.64 1,00 1.00 8,54 66.06 45,37 0.60D 6V +71 Dsqm L. = 11,00 It 1 0,092 0,059 2,68 -5A7 5,47 99,60 5964 1.00 1,00 2,67 68,06 4537 Dagn, L = 13.170 ft 2 0,092 O.059 4.138 -5.47 5,47 99,60 59,64 '1,00 1,471; 2,67 68,06 45X +C Dsqn.L 11#X1 ft 1 4.092 0,059 2:68 -5,47 5A7 99160 59.64 1,00 1.00 2,67 68, 78 45,37 Dsgr,, L = 1100 It 2 0,092 0,059 4,38 -5,47 5,47 99,60 59.64 I,W 1,00 2,67 68,06 45.'37 Load Corninnation spiul Max. "-' Dell Locatior in Span Load Combination Max, "4' Dell L ocafor, m Span D+S 1 U219 4,231 D+S -0,00,04 1 0.492 D+ 2 0.0604 7,600 0,0000 10092 Vertical Reactions - Unfactored Support notation : Fal W", is #1 Values in 0S Load Combination Support I Support 2 Support 3 Overiii 0 5,220 17.18' 6. 8 D Only 2,361 TP5 2,899 S Only 2,859 9.467 3.484 NIS 5220 17,183 6,382 Title Block Line 1 Project Title: You can change this area Engineer: ivroieci D: using the 'Setfings' menu item Project Descri and tier using the 'Printing & Title Block' selection. 3e = MtNIV44t� IV Steel Column r ENEAC&C, NC, M3-2011, Build& Code References 0,6979 : I Calculations per AI SC 360-05, 1130 2006, CBC 2007, AS CE 7-05 Load Combinations Used ; A 7-02 General Information ..... . .... Steel Section Name: Pipe st x- Strong Overall Column Height 10.0 1 Analysis Method: Allowable Strength Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade At maximum location values are Brace condition for deflection ,buckling) along columns Fy: Steel Yield 46.0 ksi X-X i axis � E: Elastic Bending Modulus 29,000,0 ksi LU for X-X Axis buckling: K = 1,0 Load Combination ASIDE 7.02 Y-Y (de In axis � O4O k Pn / Omega: Allowable LuforV Axis bucMrg: A = lilip ,plied Loads . ��,Aclu"s vji I b,� l . . ....... ...... ............. .. .. . .... . CoUrnn self weight irlcUded: 1 ,40,760 lbs ' Dead Load Factor AXIAL LOADS ... Axial Load at 10,0 ft, D = 210, L = 26.6 k M PASS Max, Axiai+Bending Stress Ratio 0,6979 : I Maximum SERViCE Load Reactions Load Combination +D+L+H Top along X-X 0.0 k Location of max.above base &0 ft Bottom along X•X 0,0 k At maximum location values are Top along Y-Y 0,0 k Pa :Axal 51,1 k Bottom along Y-Y O4O k Pn / Omega: Allowable 71280 k Ma-x: Applied 0,0 k-ft Maximum SERVICE Load Deflections Mn-xi Omega Allowable 12,694 k.ft Along Y-y 0.0 in at 0, Oft above base for Toad combination � Ma-y: Appied 0,0 k-ft Mn-y ii Omega Allowable 12,694 k-ft Along X-X 0,0 in at O,Oft above base for load combination: PASS Maximum Shear Stress Ratio I Load Combination Location of maxabove base 0,0 ft At maximum location values are Va: Applied 0,0 k on / Omega: Allowable 0.0 k Load Combination Results Maximum Aral + Stress Efen dog Stress Rates Y aximurn, Shear Ratios Load Combination . ...... ... . Stress Ratio Status Location Stress Ratio Status Location .. D Only 0,316 S 0,00 It 0,000 ASS 0,00 it -D+L+H 0,698 S 0.00 it 0,000 PASS 0,00 It �D+1-, 0,316 0.00 If 0,000 _cs ',�A 0,00 it +D+S4H 0.316 0,00 It 0L000 A, S 0.00 It + 0,602 0,00 ft 0,000 �Q S 000 ft +D40,750L+0 7�0,S+H O.602 f Al 0.00 It 0 000 0,00 ft +D+W+H 0.316 0,00 ft 0,000 0,00 ft +13 +0,70E+H' 0.316 P A 0,00 ff 0,000 0,00 it +D+0.750Lr40,750L+0 7500 +H 0.602 0.00 it 0,000 PASS 0,00 It +D+0,750Lr+0,750L4-0,5250E+H O.602 000 it 0,000 PASS 0.00 ft D+0,750L+0,750-q+0,750W+H O,r,02 It 0,00 0,000 0,00 ff +D4 +0,5250E+H 0,602 P A S 0.00 it 0.000 0,00 it i3O,6010 +W+H 0.189 iS 0.00 ft 0.000 FA 0,00 it +0,600 +030E-t-H 0,189 1 A.. -' 0= ft 0.000 0.00 it 92 Title Black Line I You can mange fts area using the 'Settings' menu item and then using the 'Printing & Title Nock' selection, Description : C I Maximum Reactions - Unfactored (),rOy X-k Axis Re Axial Reaction Load Combination a Base @ Top 0 Base @ Top 0 Base D Only k k 21141 k L Onir k k 21000 k D+L k k 51,141 k Maximum Deflections for Load Combinations - Unfactored Loads M 6e, b iiiin - c'e — . ...... M Y ............. -- b"Ia"n - ce , 0,0000 n 0 000 ft 0.000 in HOO ft L Only H000 in 0,00 ft U00 in 0,000 ft D+L 0.0000 �n 0,000 ft 0 in 0,000 ft Steel Section P!ppe Pipet 9, ...... ..... beptit 4SOO in im 9112 inA4 18,200 lnA4 S xx 445 hA3 Di Inter 4,500 in 9 xx I AqG in Wall 7fljC 'k 0X8 in ZX 5.530 hA3 Area 4,140 in' yy m A 9,120 h4 14,076 elf S yy 4,050 €rrA3 4 �7 1-480 in Ycg it 0,000 in It X .crags are total er "Pr ou vahie Arrows du not reflect ab cifecton, 9B Title Block Line I Project Title, You can dhange th`ls area Engineer: Project 0; using the 'Setfings' menu Jem. Project Descr: ar.d then usirg 'he 'Penting & Title Block' selection, Title Block Line 6 File PA -o 9285-MENGrNE- 1\CaiceMT%flST-1,EC6 Steel Column rul:WM r Wr iaolonil %Od r I'l rin kl-n V1 RT Description: Q Code References C a icu la 6 r if S, C 1 6 0 5 IB(jJJJ6 i I ASCE General Information .. . ....... . .... ----- - Steel Section Name Pipe 3-1/2 Std Maximum, AxiJ±3ggft3!Mg Overail Column Height 10,0 ft Analysis Method - 1 Allowable Strength Stress Ratio Top & Bottom Fixity Top & Bottom Pinned Stee€ Stress Grade Brace concition for deflection (buckfing) along colurms: Fy: Stml Yield 36,0 ksi 111--111111- .... .. ..... D 0n;V X-X (width) axis z'S E , Elastic BendiN Modulus 29 ksi 0.000 LU for X-X Axis mickfing : A . 1 -0 0,00 ft Load Combination: AS CE 7-02 0,862 Y-Y (de�t) axis: Lu for '-) Axis buck5ng: K 10 0.00 P, 0.000 = +D+Lr+H Loads Set vice ioia& er"fered, Load m, S t appli,��d calc�u� ,,, iions, -: .... . . . ,4pli -111-1111111- 1 11 1111-1-1-1-1 11111- Cohirin self weight included: 85,340;bs * Dead Load Factor 1 11111-1 -1-1-11.111 - I ...... . AXIAL LOADS- O,00 ft U00 PA -'1'11 Axia Load at 10,0 ft, D = 1 L = 16,50 k tD+0.750Lr+0,750L+H 0.746 DESIGN SUMMARY 0,000 0,00 It +D+0,750L 07 4H 0,746 PA'-, O 00 ft PASS Max, Axia!+Bending Stress Ratio 0,8622 : I Maximum SERVICE Load Reactions +0+W+H Load Combination +D+L+H Top along X-X 0,0 k Location of rrax,above base 0,0 ft Bottorn along X-X 0,0 k At rneximurn toGation values are . 0,00 ft, Top along Y-Y 0,0 k Pa: Axial 30,585 k Bottom along Y-Y 0,0 k Pia I Omega: Allowable 35,474 k.ft P, - 0,00 it M a-x � Applied t}.0 �O k Maximum SERVICE Load Deflections 0.00 ft Mn -x 1 Omega: Allow3blia 5,443 loft Along Y-Y 0,0 in at O,Oft above base 0,746 P A for load corn6nation : 0 000 W Maximum, AxiJ±3ggft3!Mg Ea XLog Mac mum She r Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location 111--111111- .... .. ..... D 0n;V 0.397 z'S 0.00 It 0.000 "S 0,00 ft iD4L+H 0,862 0.00 P, 0.000 0.00 It +D+Lr+H 0,397 0.00 1 0,000 t v 0,00 it +D+S+H 0.397 O,00 ft U00 PA -'1'11 0,00 ft tD+0.750Lr+0,750L+H 0.746 0.00 ft 0,000 0,00 It +D+0,750L 07 4H 0,746 PA'-, O 00 ft 0=0 PASS 0,00 ft +0+W+H 0,397 r`A-:- 0.00 ft U00 PAS' 0,00 ft +D+O 70E+H 0.397 F 0,00 ft, 0,000 P A 0,00 it +D+050Lr+0750L+0 7. 0.746 'A 3 0.00 ft 0,000 P, - 0,00 it +D4 0.750Lr+0,750L+0.525 0,746 0.00 ft 0,000 0,00 It +04750L+G,750S+0,750W+1f 0,746 P A 0,00 ft 0 000 l.. 0,00 It +0 +0,750L+0,750S+0 5250E� -H 0,746 PA $S 0,00 ill (]LOOO FAS ? O 00 ft 460D+W+�H 0.230 0.00 ft 0.000 0,00 11 +0.60+070E�H 0.238 0,00 1 0.000 P F t a 0,00 ft W Title Buck Line 1 You can change this area using the 'SeW' ngs' menu item and then using t.,e 'Printing & Title Nock" se ecfion, Project ID: 59 Maximum Reactions - Unfactored N Cm'�" 'v-q "IrO Ql,';'!� d. X-X Axis Reaction Y-y Axis Peadon Axial Reactor Load Combination 0 Base 0 Top @ Base Top @ Base 0 Only X k 14,085 k OnIv k k 10.500 k D+L K k 30,585 k Maximum Deflections for Load Combinations - Unfactored Loads ------ ---- .. . .......... ........ . . Load Combination Max, X-X Deftection Distance Max, Y-y Deflection Distance t7 Qn 0.00 00 in 0 000 ft 0,000 i a ,000 ft L Onir 0.0000 in 0,000 ft 0,000 in 0,000 1 D+L U000 in 0,000 ft 0,000 in 0.000 1 Steel Section P o rties - 56pth ............ 4,000 in I xx 4M mA4 9.040 inAzi S XX Z26 iO3 Diameter 4.000 in R XX 1,340 in Wail Thick 0.227 in zX w 0.030 ir.A3 Area 2,510 W2 i yy 4 520 in Weight 8,534 pI S yy 2,260 MA3 R yy 1,340 in Ycg 0,000 in X . ... .. Lowis are, tocM Or1F -FPd Arfows do not refled absoiwo dfaction, Tit :e B'ock Lire 1 Project Title: 60 You can change this area Enat Project ID: using the 'Settings' menu ;tem Project Decor and then using the "Printing & Tit e B;ock'selectlon, File E Wood Column Fil I Description: c3 tirpical column Code References calculatris W oar 2005 6S, IBC 1 2, 0& C8C 2007. ASCE 7-05 wgmmz� General Information . .......... .... Analysis Method: Allowable Stress Design Wood Section Name 3-2x6 End Fixities Top & Bottom Pinned wood Grading/Manut Graded Lumber Overall Column Height 12,50 It Wood Member Type Sawn Exact, Width 4.50 in Allow Stress Modification Factors Wood Species Dougias Fir - Larch Exact Depth 550 in Cf or Cv for Pending 1,0 Wood Grade Stud . Area 24350 rW Cf or Cv for Compression 1.0 Fb - Tension 700,0 psi Fv 1 80�O psi IX 62,391 r Cf or Gv for Tension 1'0 Fb - Corner 700,0 psi Ft 450 O psi yd 41.766 LIA4 Cm: Wet Use Factor 1,0 Fc - Pint 850,0 psi Density 322 10 pcf CtJerriperature Factor Fc - Pero 625,0 psi Du ' Flat Use Factor 1 0 E ° Modulus of Elasticity x-x Bending y-y Banding Axial Kf: Built -up columns 'to Basic 1,400.O 1,400,0 1,400,0 ksi Use Cr: Repetitive ? No Minimum 51 O.O 510.0 Brace condition for defection (buckling) along columns ; -X (width) axis Lu tor X-X Axis buckling: K = !,0 Y-Y (depth) axis: Lu for Y-Y Axis buckling K 7 1,0 Applied Loads Column self weiqht kkided: 69.201 lbs Dead Load Factor AXIAL LOADS ... Axial Load at 12,50 t D = 3,0, L = 4,0 k DESIGN SUMMARY .... . ...... .... .. ...... ... Bending & Shear Check Results PASS Mix, Axia48endng Stress Ratio 0.8551 ; I Maximum SERVICE Lateral Load Reactions Loci dCombination +D+L+H Top along Y•y 0.0 k Bottom along Y•Y U k Goveming NDS Forums Corrild Only, fc/Fc' Top along X-X 0,0 k Bottom along X-X 0,0 k Lacation of max,abovo. base 0,014 Maximum SERVICE Load Lateral Deflections - At maximom bcarion varues are ... Along Y-Y 0.0 in at 0,0 ft above base Applied Axial 7,069 k for load combination - n tw Applied Mx Appled,Vy 0,0 kl-ft 0,0 k-ft Along X-X O. O in at 0,0 ft above base Fc: Atfowable 334,044 psi for loadcorribinalion ; n1s, Other Factors used to calculate allowable stresses- PASS Maximum Shear Stress Ratio 0.0:1 Sendin g - a ic Load Comb nation +0.60D+0,70E+H C1 or C v: Size based factors 1,000 1,000 Location of max above base 12,50 ft Appised Desb;n 15hear 0,0 psi Allowable Shear 180.0 psi Load Combination Results kkjax�rnum Axial + lrr Stress Ratic � kL Bend M aximurn Shear Ratios Load Combination C Q Stress Ratio ......... .. .. .. __%_ _ .. . ...... Status Location Stress Ratio Status Location 11-11111 11 - . ... ....... .. . . D Onlv 1,000 03712 0.0 It 0,0 12,50 It +D+L+H 1,000 08 'ASS 0,0 ft 0.0 12,50 ft -�D+Lr+H 1,000 0 12 0,0 ft 0,0 50 IZ ft tD+S+l-i 1,000 O 3712 V ik 0,0 It 0,0 S 1[ �50 It +D+0-75OLr+0,750L+H 1.000 03341 FIAI`Z. 0,0 ft U A,4` i 12,50 ft +D+0,750L+0,750S+H 1,030303 0,7341 PASS 0.0 ft 00 12,50 ft +D+W 1,000 03712 0,0 ft 0 0 12,50 it +D+030E +H I e000 03712 P O�O it 0,0 12 50 ft +D+0,750'Lr+O 750L+0.750W+H 1,0#0303 0.7341 PASS 0,0 it 0.0 112.50 ft 4D+0,750Lr+0.7500. +0.5250E+H 1,000 0,7341 0,0 it 0 0 1Z50 ft -�D+0.750L+0.750S+0.750W�H 1,000 03341 PA S, S 0,0 It 0,0 12.50 it D+01 1.03033 (1.7341 0,0 it 00 12,50 ft You can change this area using the 'Settngs* rieru item and then using the 'Print'N & Title Nock'selection, Description : 0 typ'mi corumn 12'-6' Load Combination Results Protect 0: 61 am Loads are total entered value, Arrows do not refiect absolute direction. �,4aXSnqM,3, h1ar Rgfios Load Combination C Q Stress Ratio Status Location Stress Ratio Status Location +0,60D+WW 1,000 0,2227 PASS 0,0 ft (ho PASS 12,50 ft +U0D+0,7GE+H 1,000 0,2227 PASS' 0.0 It 0,0 PASS 12,50 it Maximum Reactions - nfactored NacAe OrOy r*rl zem reactioc X•X Axis Reaction Y-Y Axa Reaction, Axiai Reaction Load Combination @ Base 0 Top @ Base Top 0 Base ' 6niy k 3,069 k L Only k k 4ZO k D +L k k 7.0(59 k Maximum Deflections for Load Combinations - Unfactored Loads Max, X-X Defiec0on Distance Max, Y-Y Deflection Distance D Only 0 ,0000 in 0,000 ft 0.000 in 0,000 it L OWY 0,0000 at 0.000 ft 0,000 in 0,000 ft D+L 0,0000 in 0,000 ft 0,000 in 0,0W ft Sketches ... . ..... . am Loads are total entered value, Arrows do not refiect absolute direction. Title Biock fire I Protest Tite: 62 You can change this area Engineer: Project !DS using the 'Settings' menu item Project Descr: and then usang the Trinfing & Td e Rock'seiection, Title Block " Line , 6 Wood Column Description: c4 typical column 17' Code Re fere nces Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations used ASCE 7-02 Fb - (' ornpr 2600 psi Ft 1555 psi ly 9�651 1 n,14 Cm: Win Use Factor 19 11,0 Fc - Pril 2510 psi Density 32.21 pcf Top along Y-Y O„O k Ct: Temperature Factor 1,0 Fe - Pero 750 psi Comity Only, fc/Fc' Top along X•X 0.0 k Botiom along X•X Ctu : Flat Use Factor 1'0 E: Modulus of Elasticity, . x-x Bending y-y Bending Axial Kf : Buift°up coitivins 1,0 Basic, 1900 1900 1900 ksi Use Cr: Repetitive No Minimum 965.71 965,71 Brace condition for deflection (buckling) along colurnns : Aplitied Mx 0,0 -ft X-X (width) axis: Fu braced against buclding atong X-X aix�s Applied My Y-Y (depth) axis: Lu fcv Y-Y Axis buck4Vq : K 1,0 at 0.0 Applied Loads Fc: Allowable �z , ewv Ce ":i-, ...... .. . ,-� , J ca,, Column seff weight included 73,199 ibs ' Dead Load Factor . AXIAL LOADS .— Oftr Factors used to calculate allowable stresses PASS Maximum Shear Stress Ratio Y Axial Load at 17,0 ft, 01= 4.0, L = 5,0 k 99 "lln C—OMWMLI&i �nr. jars DESIGN SUMMARY +0,60D+0,70E+H Cl or Cv : Size based fa ctors l'000 1,000 Bending & Shear Check ReSWtS PASS Max, Axial+Bending Stress Ratio = 0.8404:1 Maximum SERVICE Lateral Load Reactions.. Load Combination, +D+[,,+fi Top along Y-Y O„O k Bottom, along Y•Y O,O k Goveming NDS Forunita Comity Only, fc/Fc' Top along X•X 0.0 k Botiom along X•X 0,0 k Localion of max.above base 0.0 it Maximum $ERVICE Load Lateral Deffections., , At maximum local ronvaiues are, Along Y-Y 0, 0 In at 0,0 ft above base Appisad Axial 9.073 K for load combination . ; Cafe . Aplitied Mx 0,0 -ft Applied My 0.0 k-ft Along X-X 0,0 it at 0.0 k above base Fc: Allowable 560,87 psi for load combination : Txc Oftr Factors used to calculate allowable stresses PASS Maximum Shear Stress Ratio Y 0.0 ;1 99 "lln C—OMWMLI&i �nr. jars Load Corribiraticio +0,60D+0,70E+H Cl or Cv : Size based fa ctors l'000 1,000 Location of max above bass 17.0 t? Applied Design Shear 0,0 psi Afkmable Shear 285,0 p Load Combination Results .. . ........ MLaL,mjrnAxi +Berdin tress Ratios ja ximurn Shear Ratio-- Load Combination C D - - -------- - - Stress Ratio Status Location Stress Ratio _ Status Location D Only 1.000 0W73 0,01t 0,0 PASS 17.0 ft +D+L+r' i I :000 0.8404 0,0 it 0,0 P A ITO ft +D+Lr+H, 1,000 0,3773 0.0 ft 0,0 ITO ft +D+S+H 1.000 0,3773 FIAS, -'=' 0.0 It 0,0 ITO it +D+0.75OLr+0'750L+H 1 .000 0,7246 S', 0.0 It 0,0 17.0 it +D+0,750L+0,7505 i,H 1,000 O7246 0.0 It 0.0 P A -1, ;Z" �;Z) ITO it +D+W+H 1,000 0,3773 P A S,`:, O. it 0,0 ITO it +D+0,70E+H, 1,000 03773 P,'tSS, 0. . 0 1t 0.0 ITO it +D+0,750Lr+0,750L+0,750W+H 1.000 0.7246 0,0 ft 0,0 P A'S!,", 17,0 ft 0-i 0 75GLr+0,750L+0,52 50E+H 1.0 00 0.7246 F"A 0.0 ft 0,0 i— , ITO ft +0 +0,750L+0,7505 +0,750W+H 1,000 0,7246 0,0 It 0,0 PASS ITO ft +0+0,750L+0,750S+0,5250&,H 1.000 0.7246 0,0 ft 0,0 17,0 ft Title Stock Une t Axis Rs atlivr Project Titte. Axiat React" You can charge this area a Base 0 Top E n g ineer: Proiect ID,'. lasing the "Settings* rnenu itarii r: Protect Dew: r1 tttep using the Writing L Oriil k Titre Stock* sodection. k 5,000 k tt-r,, TWe Slo ck Une 6 k ' Wood Column reap. - rMV*- i'T tt:ra� �. C€xbkspt' ,.,......., .,. ...�.. ..�..,„„. tt ,tie, .,.� ...., „. „.. �x. *k9tCra ... „..„ , �° "� et �. u. NE ���,i •a 13, BwId rI# XVer 16,10 „,.�... ,,, .. ...� ... ...... .. .... .. �.,:.. ... ,_ o n .0000 in 01000 it * 3,:. i 1e CriptRt9rr ; 1 Npir at whiran 17' L Only 04000 in 010004 Load C Results 0;000 3t D +L 0,0000 in Oo00 it t6m AxPaa ° i r it ilrt t o t Load Combination C D Suss Ratio Status Location Stress Ratol Status Location f .R t+ +fit 1,000 0,2264 PASS S .01 0, 0 PASS 17.0 it + 60D +0, S +fit I MO 0.2264 PA,:tn 0,0 tt 0,0 PASS 17.0 ft Maximum "* us# 2-1 M15 Via. i 's e Loads are tout entered value, Arrow: do mat raffect absolute direction, M Axis Rs atlivr k.y Axis Reaction Axiat React" Load ComNnation a Base 0 Top 0 Base Tea 0 Rase L Oriil k k 5,000 k tt-r,, k k 9,073 k Maxi Def fettions for Load Combi - Unfadored L oads �. C€xbkspt' ,.,......., .,. ...�.. ..�..,„„. tt ,tie, .,.� ...., „. „.. �x. *k9tCra ... „..„ , �° "� et �. u. .. D �C ,s e �.:�...,. .„,., „,.�... ,,, .. ...� ... ...... .. .... .. �.,:.. ... ,_ o n .0000 in 01000 it �... - 0.000 ki 0,000 tt L Only 04000 in 010004 0,000 € "n 0;000 3t D +L 0,0000 in Oo00 it 0,000 in OMO ti Sketches us# 2-1 M15 Via. i 's e Loads are tout entered value, Arrow: do mat raffect absolute direction, M 7itic Block Line t Project Title: 6 You can change this area Engineer: Pro?ect 117: using the "Settings" rrrenu mein Project Descr: and then using toe : "Printing Title Block' selection. Title_ Block Line 6 m ..._ . F ite = P t9 ?h!- Wood Column 3a ta8 �vT t CCU st�R, tom.. tra +o t, a3.Ases,,aa , v�rs,tar.,c Description � G5 p atio coturnn Code Reference Calculations per 2005 NDS, 1150 2006, C C 2007 ASCE 7 -05 Load Combinations Used A aC6 7 - 02 G eneral Information ... _ . Analysis Method : Allowable Stress Design Wood Section flame 4x4 End Fixites Tap & B ottorn Pinned Wood Grading /tua of Graded Lumber Overall Columr Height 10,0 ft Wood Member type Sawa r Exact Wift 3.50 in Ailow Stress Modfcation Factors Wood Species Douglas Fir a Larch Exact Depth 3.50 in Cr or 'IV tor Bending 1,50 Wood Grade fro »2 Area 1 2,250 1 2,250 tn' 2 Cf or Cv for Compression 1, 150 gib - tension 900.0 Psi Fv 180.0 psi ix 1Z505 nrA Cf or Cv for Iens+cr 1.50 Fb - Cornpr 900.0 psi Ff 575,0 psi y 12.505 `n � Cnt : Wot Use Factor 1,0 F"c - P61 1. 50.0 psi Density 2.210 cf y p r V @ � l ai'YPpe,d$E&ra F a ctor 1. Fc . Perp 625» O psi Cfu : Flat Use e Factor 1.0 5 ; Modulus of E-lasticity? ... x -x Bending y y 8er ding Axial Kf ; taunt -rip columns 1.0 Basic 1 4 600.0 1,600,0 1,600,0k& Use Cr ° Repetit'sve ? No Minimum 580.0 580.0 Brace condition for deflection (buckling) aiding co`umns ; X - (width) axis: FulP y btaced a=gainst buckling along X -x Axis Y-Y (de pth) axis Fully braced against bucking along Y-Y Axis Applied Loads Mn,.» , r rsltt nn self weifltlt included : 27,401 lbs * Dead Load Factor AXIAL LOADS, . Axial Load at 10,0 It, D = 2A S = 2.O It DES IGNSUMMARY Bending & Shear Check Results PASS Max, Axial +Benoirng Stress Ratio = 0.2118:1 Maximum SERVICE lateral Load Reactions.. Load Cornbiratk n +0 +5 +H Top along Y -Y 0.0 k € ottc r along Y-Y 0.0 k Goveming NDS Forumia Comp Only, fc /Fc' Top along -X 0.0 k 3ottorn along X•X 0,0 k Location of max »above base 0.0 it Maximum SERVICE Load Lateral Deflections . . At maximum location values are ... Along Y -Y 0,0 kr at 0.0 f above base Applied Axial 4,027 k for load combination : n(a Applied six Applied y 0.G k -ft 0.0 k -ft Along XaX 0.C3 in at 0,0 ft above base €-c: Allowable 1,552,50 psi for load combination : nfa Other Factors used to calculate allowable stresses . , . PASS Maximurn Shear Stress Rat d - Ot O : t * ir;t Corri rrrssiocr ; ensk n Load Ccmabinabon +0,60D +0.70&H Cf or Cv : Size based facto „s 1,500 1.150 Location of maxAbove base 10,01 Applied Design Shear 0.0 ;ass Allowable Shear 180.0 psi Load Combination Results g ry � g p f 'Lru E xial + Bon in i P" see y [i g ^qry }n HniF�.F6skt3 he Ar Ratjo Load Combination »...... -, G, , .,. Stress R atio Status Location Stress Patio Status Location 0 Oniy 1,000 0.1255 F 0,0 ft 0.0 , ; ;7 10.0 ft D +L,01 1,000 0.1066 A ' ' 0,0 it 0 0 P "AS 10.0 ft + +Lr +FI I.00 ? 0.1066 F'`' ; : 0.0 ft Gat? r A , 10 0 ft +D+S-H 1.000 02118 PA •L 0,0 ft 0,0 10 »0 It +D +0.750Lr +07 50L +1 1.000 O? 1066 ,« Su: 0,0 it 0,0 Pn 10,0 It +D +t 150L +0»7500+ 1 »000 0.1855 A `;" 0,0 It 0,0 ; A, 10.0 it +t1 +W +H 1.000 0,1066 PX? ;rt 010 f# 0,0 r.r;�.. 0,0 it +tt +0,70F +F 1 »000 0.1066 0�0 ft 0.0 r w= :� 10,0 ft +0 +0,750Lr +0,750L +0,750W+H 1.000 0,1066 1 0.0 ft 0,0 i A ;" 10.0 ft s 1+ .d5CLr +0,r_50L +0,52506 +ff 1.000 0.1066 ,,.,' 03 0.0 10 »0 it +0 +0.750L +0.7505 +0.750 +F 1.000 0,1855 y$.: 0.0 it 0,0 i : °• 10.0 ft +G-4750L +0.750 +0,5250 +H I.000 0.1855 Fl, "`` 0,0 ft 0,0 , '»`' 111.0 ft You can change this area using the 'Settings" rrenu itern and then using the 'Printing Title Block' selection. + «s Description : C5 patio Pr ct Title: Engineer: Project 0 Project Descr. M Load Combination Results Maximum Airi + e `n �JrA� tfos Maxirn rr Sher Rat Load Combination . . � �...��.� . 0 Strom Ratio �, ._ Status Location ... m M.m,...�... , . , Stress Patio Status Location w e.� .......... +U0D+W 11000 0.06395 is S 6 0,0 f# 0,0 PASS 10.0 ft +0, D +0,7f3S +H 'I . 000 0,06396 PAS 010 ft 0 0 PASS 10.0 ft M aximum Reactions . Unfa too Note: O,,Iy no Leo reac noms are Fisted. X-X Axis Reaction Y -Y Axis Reactor Axial Reaction Load Combination a Base 0 Top 0 Base 0 Top Base i,J 63rd ...,, ................ ... .. ........... ..<. _ .. ..e „� -m.... F �+ .,w.,.,.._., ........ �... ... ....w.,,. .. .. .... ... , F .. 2.027 31 OnEy k k 2,000 k D+S k k 4,027 k M aximum Deflections for Load Combinations $ tfnfa t red Loads Load Combination Max, X -X Deffection Distame Max, Y -Y Detlecliun Distance .. � P,, yy. ,,..,,..a ... ........... e,. ,.q. „,,,a. .. .... ..,,. ..: b dniy e >...... ,,vr��.��yy..�,yy..��y. '0,640-0- in ... W."JtdR�' 0S in .., —0.,060 .. ,,p�yy«�.,¢g.+�..., 6Y,L? .... ..: .. ..,..._ .,...... ......... Only 0,0000 in OXXV ft 0,000 in 0 -00 0 D+S 0,0000 rr O,OOD ft 0.000 in Um it Sk etches Loads are total entered value. Arrows dos not reflect absolute direction, Title Rock in 1 Project Title: You can change this area Engineen Prefect ;EO: usin the `Setfings' menu item Project Descr: ano then using the 'Printing & Title Book" selection, Title Rock Line 6 . ... .... .... ... Steel Column Filo = R 1 I EG6 FNERCALCAW, Code References Calculations per AISC 360-05, IBC 20085 . US 2007, ASCE 7-05 Load Combinations Used: ASIDE 7-02 M . General Information Steel Section Name Pipe4i Std O.587 Overall Column Height 10,0 ft Analysis Method : Allowable Strength Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 46,0 ksi 0,00 it X-X (width) axis: E : Eiasfic Bending Modulus 19,000 O ksi �D+Lr Lu for X-X Axis buckling K = I .O Load Combination: ASCE 7-02 0.000 Y-Y {depth � axis: 0,00 ft +D+S 1,171 Lu for , Axis buclilN „ K = 1,0 0,00 it ........ .. . - - - ------- +Dt0,750i-r+0,750L Column self wei, 31ht included: 100,980 lbs * Dead 'Load Factor il Al; F 0.00 it 0,000 AXIAL LOADS - 0,00 It 04750 +07505 1,025 Axial Load at 10,0 ft, D = 25,0, S = 25,0 k 0 00 ft 0,000 A DESIGN SUMMARY tD+W 0,587 PASS - .... . ........ ... ........ Sending & Shear Check Results 0,000 . ..... ....... .. FAIL Max, Axial+Bendirig Stress Ratio = 1,171 1 Maximum SERVICE Load Reactions 0,00 It Load Combiration +D+S Too along X• 0.0 k L.nration of maxabove base 0,0 ft Bottom along X-X 0,0 k At maximum location values are 0,00 it Top along Y-Y 0,0 k Pa: Axial 50,101 k Boborn along Y-Y O O it Pn I Omega: Allowable 42.775 k 1.025 FAM11 Ma-x Applied 0.0 0 Maximum SERVICE Load Deflections ... 0 00 ft Mr,-x Omega: Allowable 9.296 k-ft Along Y-y 0,0 in at 0,0ft above base 0,000 PAS!`� for load combination : 460D-W Ma-y: Appl"ed 0,0 k-q 0,00 ft 43.000 Mr•y / Omega : Allowable 9.296 k-ft Along X-X 0,0 in at O.Oft above base 0,00 ft to, load combination OASS Max Shear Stress Ratio 0.0 :1 Load Comiefulfon Location of maxabove base 0,0 It At maximum jocafion values are - Va Applied 0,0 k urn t Omega : Mlowcb!e 0,0 It Load Combination Results N1,xinium - Shear Ratios Stress Ratio Status Location D Only O.587 0,00 it 0.000 0,00 it +DtL O 587 f 0,00 it 0 000 000 ft �D+Lr 0,587 0,00 If 0.000 0,00 ft +D+S 1,171 p, 1 i 0,00 it 0,000 0.00 It +Dt0,750i-r+0,750L 0,587 il Al; F 0.00 it 0,000 0,00 It 04750 +07505 1,025 FAIL I 0 00 ft 0,000 A 0.00 ft tD+W 0,587 PASS 0.00 It 0,000 0100 it +D+0.70E 0,587 0,00 It 0,000 A S 0,00 It +D+0,750Lr4,750L+0,7500 0,587 0.00 It 0,000 0,00 it +D+0150Lr+0,750L+0,5250E 0.587 F A S 0.00 ft 0,000 0.00 It +D+0,750L+0,750S+0,750Vlf 1.025 FAM11 0,00 ft 0. 000 .,P 0 00 ft +O+0,750L+0150S+0,5250E 1 . 025 f: 0.00 ft 0,000 PAS!`� O,00 It 460D-W 0,352 P " wxi. 0,00 ft 43.000 0,00 it +0,60D+0,70E 0,352 0,00 ft 0.000 0,00 If TWe Block Line 1 You can change this area us the "Settings' menu item and then using the Tenting & Tit Block' selection, M . Maximum Reactions - Unfactored iy 7o'�, ; k X Axis Reaction Y-Y Axis Reaction Axial Reaction Lo .of Combination @ Base 0 Top @ Base @ Top @ Base .. ...... . ..... .. D Oniy k . .. .. . .... ...... . ------ - -- .. . .. ....... . k 251 k S Only k k 25,000 k D+S k 50,101 k Maximum Deflections for Load Combinations • Unfactored Loads Y - Y — D - e — fl - e , c - fio' r'� Distance b bnl . ........ 0,0000 ir 0,000 ft 0,000 in 0,000 1 S Only 10000 in 0,000 ft ODGG in 0400 it D+S 0,0000 it 0,000 ft H00 in 01000 ft Steel Section Pro erties Pipej Std . .. ............. 4,500 In I XX 6,82 j 13,600 W4 8,XX 3.03 , 'r A3 Diameter 4,500 in R XX 1,510 in W0 Thick 0,237 ir ZX 4,050 sn Area 2,970 jrA? i yy 6,820 rrv\4 Wei ht 10.058 Plf S yy 3,030 in' A yy M. k5lo in Ycg 0.000 in ggi J LoRds are total snRrrPd'MWe, . Arrows do nrt reted absoUe dim tkY•3'3 Description : wall stud Pete 13' T" Code References Calculations Per 2005 NDS, lBQ 2006, CBC 2007. ASCE 7-05 Load Combinations Used : ASCE 7-G5 General Information ... .. ... ... .... 0.9651 : 1 Maximum SERVICE Lateral Load Reactions .. Analysis Method AllowableStress Design Wood Section clarne 2x6 End Fixibes To & Bottom Pinned Wood GradinglManut, Graded Lumber 0.'t 739 k Overall Column Heigh. 13.250 it Wood Member Type Sawn Bottom along X-X Wood Species Douglas Fir - Larch Exact Width 1 .50 ir Allow Stress Modification Factors 6,669 ft Wood Grade Stud Exact Depth 5.50 in to or Cv for Bending 11,0 Area 8.250 irr^2 Cf of CV for compressio'n 1,0 : 7 1s - Tension 700,0 psi Fv 180,0 psi N 20,797 in C l or Cv for'Ten&or 1 0 Fb-Compr 700.O psi Ft 450,0 psi iy 1,547 in Cm: War Use Factor 140 Fc - P0 850,0 psi Density 32,210 pcf 0.5925 k-ft Ct: Temperature Factor 1 0 Fc - Perp 625.0 psi Din: Fiat (Jae Factor 1,0 E : Moduius of Ellasftity x-x Bending y-y Bending Axial Kf: Bu4up coiumns 1.O Basic 1,400.0 1,400.0 1,400,0 asi Use Cr: Repetitive X 510,0 510.0 Brace cordition for deflection (buckling) along columns: X-X (width) axis Fully braced agiftt bud trg along X-X Axis Other Factors used to calculate aflowable stresses — . Y-Y (depth) axis: Lu for Y-Y Axis buckling : K =1.d Applied Loads hurter ad, Load Pac tots wil be applied fog _Bending Column self weight included 24,451 Itis Dead Load Factor Load Combination +D+W+H BENDiNG LOADS— 1,000 1 1,000 Locaten of max above base Lat, Uniform Load creatinq Mx-x, W = O,0270 Vit 0'0 it DESIGNSUMMARY Applied Design Shear Bending & Shear Check Results PASS Max, Axial+Bending Stress Ratio 0.9651 : 1 Maximum SERVICE Lateral Load Reactions .. Load Combination +D+W+ H Top along Y-Y 0,1789 k Bottom along Y•Y 0.'t 739 k Governing NDS Forumla Comp + Mxx, ND S Eq, 3,9-3 Top along X-X 0,0 k Bottom along X-X 0,0 k Locabon of maxabove bass 6,669 ft Maxhum SERVICE Load Lateral Deflections ... At maximum location values are, Along Y•Y 0,650 in at 6,669 ft above base Applied Axial 0,02445 k for load corribination : W Only Applied Mx 0.5925 k-ft Applied My 0.0 k-11 Along X• X 0,0 in at 0,0 ft above base Fc: Allowable 419729 psi for load corribinatim : rota Other Factors used to calculate aflowable stresses — . PASS Maximum Shear Stress Ratio= 0.1205 r 1 _Bending Corn p sir r@ Tension Load Combination +D+W+H Of or Cv ., Size based factors 1,000 1 1,000 Locaten of max above base 0'0 it Applied Design Shear 32.523 psi Ailowable Shear 160.0 0 Load Combination Results Maximum Shear Ratios Load Combination C Q . Stress Ratio ...... . . ... ... . Status Location . ....... ..... -- .... ... .. .... . .. .. Stress Ratio . ........ ... . . .. . . .... Status - , , —, - ...... Location .. . ......... ........ --- D Only 1,000 1007061 0.0 ft 0,0 !"A 7, 13.250 it +D+Li 1,000 1007061 PASS 0.0 If 0,0 13.250 ft +D+Lr+H 1,000 0 007061 PASS 0 0 ft 0, 0 "' 11250 ft +D+S+H 1,000 0.007061 1. 0.0 ft 0,0 SL 13,250 it, +D+0,750Lr+0.750L+H 1.000 0.007061 010 ft 0,0 , 13,250 ft +0+0,'750L+0,750S+H i.00 D,007061 PA',:-'i 0.0 If 0<0 13250 it +D+W+H 1,000 0.9651 PASS 6,669 ft 0.1205 P AS, S 0,0 ft +D+0,7 0E4 1.000 0.007061 i-` A O,O It 0,0 P 13.250 ft +D+0,7S)Lr+0,7 750W+H 1,000 0,7238 f S,, 6,581 ft 0.09034 0.0 f D+0,700L+0,750S+0,750YV+H 1.000 0,7238 i-',ve.S 6.581 ft 0.09034 PA F, 0,0 ft +D+0,750Lr4 1.000 0.007061 0,0 ft 0,0 C %, , , 11250 1 4 , +04-0,750L+0,750S+0,5250E+H 1,000 0,007061 0,0 It 0.0 P k M, S 13.250 ft S f ? ## { ca ter. a € i" Loads are totai entered value. Arrows do not ref eut eabsoiute direction. M axi , um Ax€ t + Ben in tre s �a s axisnum Shear F arras Load Combination C 0 Stress Ratio Status Location Stress Satin Status Location _ +0,60D+ �H 1.000 0.9fa2S PAS 6a669 ft 0,1205r 0 0 fi ti°t 1,000 0,004237 AS 0.0 0.0 PAS U250 4 gg�,@ �t?.60D+0,7B &Miaxtrt trrt React "' Clraf k. *t., .,¢`+3`;'t,%tl'4.[4"�' ?_ 47:ss are td,t o, X X A fS # @a tion { Y A Reat,ii`an Axsa4 $ e Ctt7r Load Combination 0 Bass @ Top @ Base 0 rep 0 Base ._, . "a... ' ._..n....... G� C?raiy � .. u...... .- _,,.._ _ O.f�� . �.t7k � ... .. -- k,....m_ . � M aximum deflections for Load Combinations . Unfa t red Loads Lead errb�2a Max. X-X Oe# ct on� Distance Max, Y -Y Deikec� Distance On#y 0,0000 in ll. 88 �0. 50 in 6r 669 ft �.. Sketches S f ? ## { ca ter. a € i" Loads are totai entered value. Arrows do not ref eut eabsoiute direction. Title Erick Line 1 Project Title: 70 You can change ths area Engineer: Protect ID; us ng the 'Settings' menu iterr, Project Descr, and then using the 'Pnnting & Title Block' svectnxi, Title Block Line 6 .. ... ..... • Wood Column I Description: wall stud plate 10%` Code References Calculations per 2005 NDS, IBC 2006, C 2007, ASCE 7-05 Load Combinations Used: ASCE 7-05 GeneralInformation ... . ... ......... ....... - Mgximurn Axial + Ben in Stress Ratios Analysis Method: Allowable Stress Design Wood Becton Name 2x6 Load Combination End FixJies, Top & Bottom Pinned Stress Ratio Wood Gradingilearut, Granted Lumber Location Overad Column Height 12,50 it World Idernber Type Sawn D orl v ,, I , �, � � " X _ 0,006116 Exact Width 1,50 it Allow Stress Modification Factors 0.0 ft Wow Species Douglas Fir - Larch Exact Depth 5,50 in Cf or Cv for Bending 1,0 Wood Grade Stud 0,006116 Area 8,25 9 ,,,A2 C1 or Cv for Compression 1.0 Fbi - Tension 700. psi Fv O 0, 180,0 psi lX 20,797 irek4 Ct or Cv 'or Tension 1'0 Fb - Compr 7O0,0 psi R 450,O psi ly 1,547 h Cm � Wet Use Factor 1,40 Fe - Pfll 850.0 psi Density 32,210 ocf Ct � Temperature Factor 1.0 Fc • Perp 25, psi 0,006116 It Cru: Flat Use Factor 1:0 E ° Moduius of Elasticity x-x Bending y-y Bending Axial K! : Butt-u columns 1,0 Basic 1,400,0 1,400,O 1, 400, 0 ksi Use Cr: Repetitive ? No Minimum 510,0 510,6 Brace conditort for deflection (buckfing) along columns: +D+0350L4,7505+H I u000 D.006116 X-X (width) axis , rully brRced agains', bucMing acntj X-X Axis O.O ft 0,0 Y-Y (deptn) axis Lo to Y-Y Axis buckling K = I .0 +D+W+H Applied Loads 0.9535 Se"-Vics"", 'cadls pritereci, wily be applied lo Column sell weight included 23,067 Ise * Dead Load Factor 0,1263 A., S' BENDING LOADS +D+0.70E+H 1.000 0,006116 Lat. Uniform Load creatinq Mx-x, W = 0,030 Wit 0,0 ft 0.0 DESIGN SUMMARY 12,50 It +D+0,750Lr+Q,7 I n000 Bending & Shear Check Results 6.208 ft 0.09470 PASS Max, Axie!+Bendirg Stress Ratio 0.9535: 1 Maximum SERVICE Lateral Load Reactions 1,000 Load Combination +D+W+H Top along Y-Y 0.1875 k Bottor, along Y-Y 0.1875 k Governing NJ S Forurrils Comp + klxx, NDS Eq, 3,9-3 Top along X-X 0.0 k Belton along X-x 0,0 K Location of max,above base 6.208 ft Maximum SERVICE Load Lateral Deflections, - . 0. 0 f At rraxlmum location values are , " , Along Y-Y 0,5721 in at 6,292 it above base +D+0,750L-�G,750S+0,5250E+H Applied Axial 0,02307 k for lead combination: W ()rlv 0,0 ft Applied NIx O.5859 k-ft 12 50 It Applied My 0,0 k-ft Along X,X 0,0 in at 0,0 ft above base Fc: Allowable 457,192 psi for load combination : n/a Other Factors used to calculate allowable stresses - PASS MaxirnurriShear Stress Ratio 0,1263:1 fittnding Qom1res&Qn 0 sion hr.- Load Corribinabon +D+ +H Cr or CN Size based factors I.00 i I L010 Location of rnaxabove base 0,0 ft koplied Design Shear 34,091 psi Allowable Shear 180,0 psi Mgximurn Axial + Ben in Stress Ratios mahM3het +r Patl� Load Combination C D Stress Ratio Status Location Stress Ratio Status Location D orl v 1,000 0,006116 0.0 ft 0,0 12,50 ft +D+L+H 1,000 0,006116 0.0 ft 0,0 12.50 ft +D-�Lr+H I .000 1006116 S 0,0 ft 0 0 PA S �S 12,50 ft «D+S+H 1,000 0,006116 It PIA,�`,S 0,0 0,0 IZ 50 ft 1,000 0. P, 0 0 ft 0,0 ft +D+0350L4,7505+H I u000 D.006116 C O.O ft 0,0 12,50 R +D+W+H 1,000 0.9535 6208 ft 0,1263 A., S' 0,0 ft +D+0.70E+H 1.000 0,006116 P A 0,0 ft 0.0 12,50 It +D+0,750Lr+Q,7 I n000 01151 6.208 ft 0.09470 A,,, 12,50 It i-0i0.7%L+0,750Si0 1750W+H 1,000 0,7151 RA-c 6.208 ft 0,09470 PAQS 12,50 ft , 0Lr+0,750L+0,5250E+H -.0+015 1,000 0,006116 F A,, 0. 0 f 0,0 , " , 12,5 0 ft +D+0,750L-�G,750S+0,5250E+H 1.000 1006116 i � 0,0 ft 0 0 PA 3,3.4 12 50 It You can charge this area using the 'Settings' menu item and then using the Trinting & Titie Does' selection. Description: wali stid pials 10'-0' Load Combination Results M Project 0: 71 sf, C6' 6 mmbqm&ai ° i L�ifti"'... Stress Rati(}S She 4r Ratigs Load Combination C 'Stress Ratio Status _M4irrium Location Stress Ratio Status Location +0,60D+W+H 1,000 0.9515 PASS 6,208 ft 0,1263 - 'A S S 0 0 Ift +0,60D+0,70E+H 1,000 0.0036 69 PASS 0 0 it 0,0 ASS 12,50 1 Maximum Reactions - Unfactored ; are iisi'e d X•X Axis Readw Y-Y Axis Reaction A)dal Reaction Load Combination 0 Base 0 Top 0 Nse OTOP 0 Base vIbniy' k Maximum Deflections for Load Combinations - Unfactored Loads ,on Max, X-X Deflecton Distance Max, Y•Y Deffection Distance W OMY U000 in 0,000 ft ..... . ..... 05712 in 6292 It Sketches M-x Loads . . .. ... .. .. Ai - fl H .. . .. .. .. .... J 24 Loads are total entered value, Arrows do not reflect absolute direction, Ti* e Block Line I You can change this area usurp the 'Settings' menu �terr and then using the "Panting & Tire Block' se'evion, 50e Block Line 6 izmmm�� Description : wall stud prate Code References Calculations per 20G5 Load Combinations Used: ASCE 7-05 Analysis Method : Allowable Stress Design End %ifies To & Bottom Pinned Allow Stress Modification Factors Overali Coin= Height 5.50 to Cf or Cv for Bendifj 17,0 hf 1 0 Cf or CV for compreseorr ix 24,263 in%4 Wood Species it-evel Truss Joist Cm: Wet Use Factor Wood Grade MicroLarn t. t., 1,9 E 0.t Temperature Factor Fic - Tension 2 psi Fv 285.0 psi Fb - Compr 2,600.0 p Ft 1,555.0 psi Fc • Pril 2,510.Opsi Density 32210 fraf FC - Perp x'501.0 p€ PA S S Max. Axial+Bendirrg Stress Ratio ktoduius of Elasticity x-x Sending y-y Bending Load Combination. Basic 1,900,0 1,900.0 Bottom along Y-Y 4,2550 %ni 90x5 71 96531 Wood Section Name 1,75x5.5 Wood Gradingfollanut, Trus-Joist Wood klerrion 1 1 ype Micircrilarn Protect 0: 72 Exact Wdth 1,750 in Allow Stress Modification Factors Exact Depth 5.50 to Cf or Cv for Bendifj Area 9.625 in Cf or CV for compreseorr ix 24,263 in%4 tit or Cv for Tension ly 2,456 in Cm: Wet Use Factor Lat. Uniform Load creatinq Mx-x, W 0,030 sift 0.t Temperature Factor Cfu: Flat Use Factor Ax s Kf . Built -yap columns 1,900.0 ksi Use Cr 1 Repetitive ? Brace condition for deflection (buckfiig) along wumns � X-X (Width) axis Fu0y braced agahst buckiing along X-X Axis Y-Y (dooth) axis Lu for Y-Y Axis bucRlng: K -.w I o 1.0 "I'd 1,0 1 .40 1,0 1'o 1'0 No Applied Loads Servik"" entered, Load Mll - ,"PP c for Column self weiqht included 36,60 ibs Dead Load Factor BENDING LOADS_ . Lat. Uniform Load creatinq Mx-x, W 0,030 sift DESIGN SUMMARY Bending & Shear Check Results PA S S Max. Axial+Bendirrg Stress Ratio 0.4077:1 Maximum SERVICE Lateral Load Reactions Load Combination. -D+W+H Top along Y-Y 0,2550 k Bottom along Y-Y 4,2550 k Governing NDS Forumla Comp + Mxx, ND S Eq, 3.9-3 Top aiong X-X 0.0 k Bottom along X-X 0,0 k Locatton of max.above base 8,443 f! Maximum SERVICE Load Laterat Deflections . , . At maximurn location vaiues are Along Y-Y 1.236 in at 3.557 It above base Ac plied Axial 4.03660 k for load combination ; W Only Applied Mx 1,084 k•ft Applied My 0,0 k•ft Along X -X 0,0 in at 0,0 it aoovebace Fe : Niowable 560,87 Psi for toad cart nation : roa Other Factors used to calculate allowable stresses.,. PASS N-laximurn Shear Stress Ratio 0.09296 Leodif2iii i. aft gesso- r sgn Load Combination +D+W+H Of or Cv: Size based factors 1,000 1,000 Location of max,above base 0,0 it Appiied Design Shear 39,740 psi Ailowrible Shear 285,0 Psi Load Combination Results MM:solum �Axi I +�m �Stres Si aos kla-AMUM-Stear Load Combination C Q Stress Ratio Status Location -Rabos Stress Ratio Status Location D OnN I.000 0,006780 0,0 ft 0,0 PASS 17.0 ft +D+I,+H 1,000 1006780 0,0 ft 0,0 P/",n`,:" 17,0 it D+Lt+H 1,000 1 P 1 0,0 � ft 0,0 17 �O ft +D tS, H 1,000 100 006780 6 780 P 3 0,0 ft 0,0 17 .O it +07 +03500,r40750L+H 1,000 0.006780 'A S 0,0 ft 0,0 `-, 17,0 It +D4.0,750L +0,750' S )+H 1x000 0.006780 0,0 It 0,0 17,0 ft 4 1.0100 0,4077 P, 8,443 it 0,09296 - 010 ft tD+0,70E+H 1,000 0,00678t3 A S,1 0,0 ft 0,0 AS 17,0 ft, +D+0,750Lr+0,750L+0 750W+H 1,000 0.3058 F, &443 It 0,06972 A" Z 0.0 If D+0.750L+0,75 +0,750W+H 1.000 0.3058 AS S &443 ft 0,06972 0 0 it +034-(j,750Lr+0,750L+0,5250E+H 1,000 01.006780 0,0 it 10 r; IS '17.0 it +D+0.7500 +0,750S+0,5250E+H 1 k000 0,006780 PA, �, 0.0 it 0,0 1 17,0 it You can change this area using the "Settings'meru item and ther, using the 'Printing & Witte Block' selection, Oescription: wallstud plale 16 1 V Load Combination Resufts Project Title: Engineer: Proiect ID?� Project Descr: M-x Loads W LT Loads are total entered value, Arrows do not reflect absolute direction. 9a , mum Axial + Bendiv& -tress Ratios Sax rrair t Shear isas Load Combination Stress Ratio _5 Status Location Stress Ratio Status Location .. ..... ..... +0,60NW+H 1,000 0.4066 PASS 8,443 tt .09296 PASS 0,0 it +0 60D+0,70E+H 1,000 0,004068 PASS 0,0 ft 0,0 PASS 17,0 ft Maximum Reactions - Unfactored Nrx my ron-zero X-X Axis Reaction Y•Y Axis Reaction Axial Reaction Load Combination 0 Bass 0 Top @ Base 0 To 0 Base w� ny f 0,255 0.255 k Maximum Deflections for Load Combinations - Unfactored Loads n Max, X.X Deflection Distance Max. Y-Y Deflection Detance .. ..... ......... W Only .. ....... .... 0.0000 in U00 ft 1,236 in 5.557 ft M-x Loads W LT Loads are total entered value, Arrows do not reflect absolute direction. T itre Rock Line I Project Title: 74 You can change lKs area rigineer: Potiect D; urlOng the "Settimqs' menu item Project Descr: and then using the 'Printing & Ole Biock'selecron, Title Block Line 6 Wood Column st �ENGNE-��Q ,'k!A'M ST 1,EC6 ENERQALC� INC, 1983-2 V ' Description: 16% 11' plate, king stud Code References Caiculations per 2005 NDS, IBC 2006, C 2007, AS CE 7-05 Load Combinations Used: ASCE 7.05 General Information Analysis Method AllowabIe Stress esign Wood Section Name 3-1,75x5,5 End Fixilies Top & Bottom Pinned Wood Gra&g(rilanuf, Trus-Joist Overal; Column Height 16,150 it Wood Memaer 7 r Microllam - Truss Exact Width 5.250 �n Alisto Stress Modification Factors Wood Species il-evel Joist Exact Depth 5.50 in Ct or Cv !of Bendlng 1.0 Wood Grade Microl-arn LVL 1,9 E Area 28,875 inA2 i"1 or Cv for Compression 1.0 f - Tension 2,600.0 psi ✓ v 285,0 psi ix 72,789 in Cli of Cv for Tension 1'0 Fla - Compr 2,600�O psi Ft 1,555,0 psi ty 66�322 iY\4 Cm : Ak'A Use Factor 1 .40 Fc - Pill 2,51 C}.0 psi Densiti 32.210 sat Ct: lamperMurp Factor 1'0 Fc - Pero 750.0 psi Cfu : f=iat Use Factor 1'0 E: Modulus of Elasticity, - x-x Sending y-y Bending Axial Kf Built-up coiumns 1.0 Basic 1,900"0 1 1,900,0 ksi Use Cr: Repetitive No Mirimum 965,71 96511 Brace condition orr detection (buckling) along columns X-X (width,) axis Fully braced agaMst duckling along X-X Axis Y-Y (deptltr) axis Lu lor Y-Y Axis truckling: K =. 1,0 Applied Loads Service be :.-irprsrd ici Column self weight included: 106,570 fl es Dead Load Factor BENDING LOADS Let, Uniform Load creatinq Mx-x, W = 0,110 k1ft DESIGN SUMMARY Bending & Shear Check Results PASS Max, Axial+Bending Siress Ratio = 0.4691 . Maximurn SERVICE Lateral Load Reactions Load Corritnation +D+W+H Top idong Y-Y O,9075 k Bottom along Y-Y 0,9075 k Grrverning NDS Forurnat Comp + Mxx, NDS Eq, 19-3 Top, aionq X-X 0,0 k Bottorn along X-X O,O k Location of friax,above base 8,305 it Maximum SERVICE Load Lateral Deflections ... At rrraxirriurn location values are, Along Y-Y 1,341 in at 8,305 it above base Applied Axial 01066k for toad cornbination: W 0111y Applied Mx Applied My 3,743 k-ft 0,0 k-ft Along X-X 0.0 in at 0,0 ft above base Fc; Atiowable 594,09 psi for load combination , c Other Factors used to calculate allowable stresses P"ASS Ntaxnrum Shear Stress Ratio= 9.1193 -, 1 2=1 9 1 �rs f hnncion Load Comb naficin +D+W+H Ct or Cv: Size based, factors 1,000 1,000 Location -f maxabove base 16,50 ft Applied Design Shear 47. psi Allowable Shear 285,0 psi Load Combination Results Maximum AxW Bendino Stress Ratios LlLxirnun St Load Combination C D Stress Ratio _Ratica Status Local on Stress Ratio Status Location .. . ... .. .... D Only 1,000 1006212 0,0 ft 0,0 16,60 ft +D4 L.+H 1.000 0,006212 � '1 0.0 it 0,0 16,50 It +D+Lr,H 1.000 0,006212 0,0 ft 0,0 PASS 16.50 ft +0+ +8 1 «000 0.006212 f SS 0,0 it 0.0 16,50 ft +0 +0.750Lr+,0750L+'-i 1,000 0,006212 010 it 0.0 16,50 ft +04-0.750 '+03505 +H 1.0!00 1006212 010 it 0.0 16,50 ft »`D+W+H 1,000 0.4691 P A S,`3' 8,305 ft 0,1103 r', 16,50 ft +0 +030E5 -H 1.000 0.006212 0,0 it 0.0 16.50 it +D+0,750Lr+0,750L+0,750W+h 1,000 0,3518 — 8,305 It 0,08271 16,50 it -D+0,750L+0750S+0,750W+H 1,000 0.3518 FIASS 8,305 ft 0,08271 I '7� 16,50 ft +D+0,750Lr+0,750L+0.5250E+H 1.000 1006212 �', 0,04 0.0 k,. , 16,50 ft f0 +0350L+0 750'&0,5250 1,000 0,006212 PASS 0.0 ft 0,0 16,50 it Titta Block Uie 1 Protect Titta You cart change this area tt in r: Proiect 0: using the'SoUings' menu item, Project Descr and them us0tq the' tinting Title Block* selection, Title Block Line g r [ �O�d 60 U fit, at.ad ra�s .�� � bNkdw� Description : tsie 1 1' Mats king stud Load Com bination Results Max �Load Combination C Q w...�. Stress Ratic Status Location Stress Ratio Status Location +t?.st +W+H 1.# O 04679 PASS 3.3115 tt 0,1103 PASS 16,50 tea t1.d g. tt 1,000 1003727 PASS 0.0 ft 0,0 PASS 16,60 it M aximum Reactions - Un a t red t4tot , ONye ncrn -� ero r..a,.tt, .. -are are - Axis Ftiaic " -Y ,ids t€ s ........ . - A - iiie Rears Load Combination @ Base Top 0 Base a T Base Um Sketches a i 311 M&,S' .,... ..._ . _ . ._ . ..,.. ,> X250, Loads are total enterod va Wa , Arro do not relfe at absotwe direction, EN Code References General Information „ .... re l f Analysis Method: Allowable Stress Design Load Combination Woad Section Name - 1, 75x5.5 Stress Rata End F�xtties Tops s Bottom Pinned Location - 2 Wood GrWacir g f, i rus-, oist Status Overall Cdurrm He ght 13150 ft Wood Member Type Microllarn 0.003662 a , 0,0 ft Exact Wrath 3.50 in Aies w 3 ress Modification Factors I = .g .S Wood Species iLeve6 truss Joist +L7 +L +tt Exact Depth 5.50 in Cf o° Cv 1sr Bending 1.0 W ood Grade Microl -ar 3 LVL 1,9 0,0 fi, 1,20 ¢fS''` Cf or CV for Compression 1. FL Tension rsra 2,600.0 p ; Fv 255.0 psi .h"feei lx 48,526 cn °`4 0t or CV for Tension 1,0 Fri ° Corrtpr 2,600,0 ps' Ft 1 ,555.0 psi ¢ y � 9,£a51 ir;^ 4 Cm Wet Use Factor 1 .40 Fc - P,11 ,510.0 ps Density 32.210 pd 0t : Temperature Factor 1,0 Fo - Perp 750.0 psi 0,0 ft Cf, , Foo Use Factor 1,0 E . Modulus of Elasticity ... x .. x Sending Y Y Serving Axial Kt: Built -up coiumns 1.0 Basis; 1,90}0 »0 1,900.0 1,900,0 ksi Use Cr: Pepeth ve 1 N Minimum 96571 965" 71 Brace condition for defection (buckling) along cu urins ; 1003662 °r,,. -S 03.0 ft X »X (width) axis , Fully biased aga nst h uck ing rilong X.X Axis 13350 it +D+W +33 Y_Y (depth) axis Lu fo a` -Y Axis buckling : l0 = 1.1 0,4209 Applied Loads 6.629 ft t F x1 r p i d r£rr Column self weiqht included: 59205 lds' Dead Load Factor 0,0 it +D 0E +r1 BEN DING LOADS 0.007366'? u ,. 0).03 If Lat. Uniform Load creating Mx -x, W = 0.0950 klft 13.750 it - D +0,750L +0.7503 + DESIGN S UMMA R Y 03157 S 6,829 I f ults Bending Shear Check Results 0 It PASS Max. Ax4 +Sending Stress Rato = 03,4209 ; 1 Maximum SERVICE Lateral Load Reactions . . 6, 29 it Load Combination +D +W +H , op along -Y 0.65031 k llottorn along Y -Y 0,6531 k Governing tff9S Forutola Corns + Mxx_, NDS Eq. 3.9 - 3 "Top slang X - X 0.0 k Bottom along X -X 0,0 k Locatko o- o3 max a°isove base 6,523 it Maximum SERVICE Load Lateral Deflections .. , 11750 ft At maximum location values are , . , 1,0030 Aiong Y�Y 0,5376 cn at 6.521 ft abinvebrise R AppPed Axial 0,05921 k for load carsb's cation : Ci ? #y 13.7 it Applied Mx 2,245 k -ft My .0 k4t 0,0 Along X4 03,0 in at 0,0 it above base Fc : A.lii lk "� , a� psi for load corrib ratron : r7 a Other Factors use to calculate allowable stresses ... PASS Maximum, Shear Stress flatus 6,1 90 ;1 Rink Comtarelssior T .rrs €on Load Go bxnaton +C1 +W +Ft 0f or 0v : fuze based factors 1, 000 1,000 Location of m ax.ab¢rvs bass 0,0 ft A pplied Design Shear 50 r � . p 5 ,y 9 � 3 psi kl'wwable Smear 285v O p.s its f': ! Y' •• Maximum Atrial + -Ben in re l f fir# xi urn She r R ro Load Combination C 0 Stress Rata Status Location Stress Ratio Status Location 0 O niv 1,000 0.003662 1- 0,0 ft 0.0 I = .g .S 117503 ft +L7 +L +tt 1,000 0.003662 P S`.;> 0,0 fi, 0.0 f"', ''` 11750 ft +D +Lr +H 1.000 3,01033662 PASS 0.0 ft 0.0 r 117503 ft +07 +S +H 1 »0900.7 0,003662 f».ry,.t, 0,0 ft 03,02 5 13,750 ft +02 +Q750Lr +0.750L +H 1.000 0,0003662 ;`,Y .', ?; 0)10)it 0.0 PASS 13.750 ft D +a0 0,7505 +H 1.000 1003662 °r,,. -S 03.0 ft 0 0 13350 it +D+W +33 1,000 0,4209 PA, "' ", 6.629 ft 0,1190 0,0 it +D 0E +r1 1.0003 0.007366'? u ,. 0).03 If 0.0 S 13.750 it - D +0,750L +0.7503 + I1 000 03157 S 6,829 I f 0 0 It t „l,0 OS 3 15 7 C 6, 29 it OJ 08929 S 0,0 ft -L3+0,750L,,+0,750L+0.5250E +H I,000 0,003662 7 ! SS 0,00 0,0 Y .'T 11750 ft I G.t tFl 0,x50 s +".w250 + 1 1,0030 0.0703662 R {}x0 ft 0.0 13.7 it I ZOO 0.4203 PASS I . ,0021 7 PASS 0,1190 PAS,`, ; 0. 0 11 0, ASS 11750 1t Maximum Reactions - U nfactored N cAo: Or-q ,00n zen) are 5,stec X•}{ Axi's �aac6l � -Y AxS � CCI#3n x Reams Load C orntAnation 0 Base @ Top a Base @ Top Base V rip C. H5 Maximum fl ction for Cued Combinations - Unfactore Loads i ad cat i€ aticts . Max, X -X Deflection G Distance Max. Ye Deflection Distance W Only 0,0000 in .. � 0 .......,. „w 0,838 in 6,921 €i Sketches 3 4 r t Y t t� ISO >. x Load Loads are total entered value, Arrows do not reflect abso t &te direction, ra The Block Une 1 You car, change this arse using the 'Settings' menu item and then using the 'Printing & Title Bieck' selection ....... .. . ...... .. Wood Column Description: t, 0' pale ivnU Code References Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used .- ASCE 7-02 General Information Analysis Method: Allowable Stress Design End Fixities 'fop & Bottom Pinned 5.50 in Ovisr6 Column Height Gf or Cu fol Cornpression 10,0 ft Wood Species DOLIglas Fir - Larch (North) k Wood G'rade Stud Top abng X-X 0,0 k 3otrom along X.X Fb - lens on 650,0 psi Fv 180,0 psi Fit - Compr 650,0 psi Ft 400,0 p Fc - Pell 900.0 psi Density 31, 570 pct Pc - Pero 62 5, 0 psi 0,05426 k for bad combination , W Only E : Modulus of Eiasticity .. , x-x Banding y-y Sending Basic 1,400,0 1,400,0 Minincim 510,0 510.0 Wood Section Name olood Gradmg/Manut- Wooc Member'` ype Exec Width-, Exact Depth Area ix Protest 0: 78 R�U285M - VENGNE- 1VCa; I.FU 3-2x6 Graded Lumber Sawn 4.50 `n Allow Stress Mod fication Factors 5.50 in Cf or Cv for Banding 24,750 frills Gf or Cu fol Cornpression 68.391 inset Ct or Cv for Tension iy 41,766 inA4 Cm: Wet Use Factor Ct: Temperature Factor Clu: Flat Use Factor Axial Kt: Built •up columns 1,400,0 got Use Cr : Repetitive I Brace condition for deflection (buckling) along columns , X-X (width) axis Fuiiy braced agairim, buckling along X-X Axis Y-Y (depth) axis Lu for Y-Y Axis buckling: K = 1 .O 1.0 1,0 1.0 1.0 1,0 1,0 Y Applied Loads Column self weiciNt included ; 54,261 Ids' Dead Load Factor BENDING LOADS, La". Uniform Load creating Mx-x, y'1 0,0950 Will: DESIGN SUMMARY Bending & Shear Check Results PASS Max, Axial+Bending Stress Ratio 0,8423:1 Maximum SERVICE Lateral Load Reactions, . Load Combination +0+ +5 Top airing Y-Y 0.4750 k Bottom abng Y•Y 0,4750 k Governing NOS Forumia Correia + Mxx, NDS Eq, 3.9-3 Top abng X-X 0,0 k 3otrom along X.X 0.0 k LocatiOn ofmax.above, base 5,034 it Maximum SERVICE Load Lateral Deflections, .. At maximum locatlor, 4ues ass • Along Y•Y 02474 in at 5,034 1 above base Applied Axial 0,05426 k for bad combination , W Only Applied Nix 1,1 E 7 k-ft Applied My O�O k-ft Along X-X D in at 0,0 It abovebase Fe : Allowable 615,035 piri for roadcumbinatioe: c Other Factors used to calculate allowable stresses PASS Matirmorn Shear Stress Ratio 0,1066 :1 Le%Lng !Z0ikrlLsLiqLi Ter Load Combination +D+W+H Cf or Cv: Size based factors I LOG 1,000 Location of maxebove base 10.0 it Appred Design Shear 28.785 psi Allow*e Shear 10f0,0 po Load Combination Results Maximum AxizL 8geadil Li LStreqs Ratios Mixtrydn" Shear Ratios Load Combination C D Stress Rapid Status Location ...... .. .... Stress Ratio Status Location D OnIV 1,000 O,003564 0.0 ft 0,0 10,0 ft -4 1,000 1003564 S 0.0 ft 0.0 10 O ft +D+Lr+H 1,000 0.003564 03.03 ft 0.0 P A -, ` 10,0 ft +D+S+H 1,000 O,003564 0,0 ft 03,03 �-, III,;, , ft ✓ 10,O 1.1.;'47{3 1003564 0,0 fl 0.0 A �� � 10,0 ft +0+0,750L+0,750S+H 1,000 0,003564 PASS 0,0 ft 0.0 -x> 10.0 1 1 +D+W+H 1.000 0,8423 IP i' 5.034 ft 03A066 10,0 it +D+0,70E+H 1,000 0=3564 0,0 ft 0,0 10,0 it +D+0,750Lr+0,7500 +0,750W+H '5,000 O,6318 A,', 4.966 f 13.07997 k "A 10.0 It +D d-0,750i-r475 1,000 0,003564 0.03 if 0,0 10,0 it +0 +0,7500 +0.7503+0.750W+H 1.00305 0,6318 4,966 ft 03,07997 10,0 ft 4,-D+07500 +0.750S+0,5250E+51 1.000 0.003564 0. 0 1 0.0 10,0 it Desvilation : 10' pWe I +0.60NW+H 1,400 0.8415 PASS 5,034 ft 0,1066 PAS` 10,0 ft +0,60D+Q3QE+H 1,000 0,002139 PASS 0 0 it 0,0 PASS 10.0 ft Maximum Reactions - Unfac for ed "Reaction" Note, Only norl- zero rC.,In:t fl(,nS are, X" Axis eactl n "y Ax Axial Load Combination 0 Base @ Top 0 Base 4 Top @ Base W Only k 0,475 0,475 k ....... . ... k Maximum Deflections for Load Combinations • Unfactored Loads Inc Comboation Max, X-X Deflecton Distance . . .. ....... ....... . . Max, Y-Y Dellecton D;stance ------- W Only ..... .. .. . ... 0,0000 in 0,000 it . ... .. .... 0,247 in 5. 34 ft Sketches -3.2xr, 4,60in Loads are total entered vWue. Arrows do not reflect absolute direction, Code Reference Calculations per 2005 NDS, 8C 2006„ CBC 2007, ASCE 7 - -05 Load Combinations Used: ASCE 7 -02 General Information Analysis Method Allowable Stress Design Wood Section Name 2 -2x6 End F4rfies Top & Bottom Pinned Wood CradingUanut, Graded Lumber Overall C lurars Height 10.0 it Wood Member Type Sawn Exact Width in Allow Stress Modification Factors Wood Spies Douglas Fir - Larch .0 Exact � � 5,60in Of g 1.0 Wood Grade Stud Area 16.50 ;r °+ 'C or Go for \ ornpresskxi 1.0 Fb Tension 700,0 psi l y, 1 F3C}.L psi .irn,t, tk 41»9' C f c,. 1 ,4 Fb ° Comer 700,0 psi Ft 4WO psi iy 12,3 5 �! Cm War Use f aMor 1. Fc ° Pry; 50} O psi Density 3.2.21 pot C l: Temperature Fackler 1<0 Fc - Prop 625.0 psi Ctu : Flat Use Factor 1'0 E: Modulus of Elasticity .. , x -x herad+ng Y . y Bending Axial Kf : Built-up roiasarts 1w0 Basic 1,400.0 1,40O.O 1,400.0 Kai Use Cr: Repetitive "? No mirimurn 510.0 510.0 Brace condition for defection (buckling' along columns ns : X•X (width) axi s: Fulty brava d against buckfin g akrng X - X Axis Y-Y (depth) axis Frilly ir;acets against buckling along Y - Axis Applied Loads k'a $ t ; ,; : Column self weight included , 36.907 lbs Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, D w 10, S - 10 k DESIGN SUMMARY Bending & Shear Check Results PASS Max, Axial +herding Stress Ratio 0. 4304 , 1 flax €trauma SERVICE Lateral Load react €ens x . Load Combination +5t+ +H Trip a{ong Y -Y 0,0 k Butter, aiong Y -Y O3 O k Oovenr ;n.g t10S Foruntla Comp Only, 1c, Fc Top a ong X - X 0,0 k Bottom gong X•X O.O k Location of €nax.above base O.O it Maximums SERVICE Load Lateral Deflecti s . , . At maximum location values are- .. Along Y -Y 0.0 it at 0.0 it above base App{ied Axiiai 5.03715 for toad combination: ma App4ed tklx 0,0 k -ft Appi4d My Od O k -ft Along X -X 0,0 it at 0,0 it above base F c : Xbwable 650,0 psi for toad combination: mie Other Factors used to calculate allowable stresses . , . PASS Maximum Shear Stress Ratio 0.0:1 R n r Tq r SS. i..oad Cof rianat on +0S0D+0.70E +H Cf or Cv : size based factors I =0 1,000 i.iacatiDn of max.above base 10,0 it A aplied Design Shear 0.0 Psi Allowable Shear 1 S0, 0 Psi Load Combination Results Maximum Axial + Bend Stress Rafios axiitrurt Shear Ratios Load omb ... Stress Ratio . Location Stress Ratio Status D Only `G 000 02165 O.0 It 0,0 10,0 ft +O +L +tI 1,000 02165 I 0.0 ft 0,0 10.0 it rDiLr+H 1.000 0.2165 f,:7; .,S 0,0 It 0.0 P .: r 10,0 It tD +S+H 1,000 0.4304 C ".,t,\ 0.0 it 0.0 P 10.0 It . *Oi0.750.r +0.7501.. +1i 1.000 0.2165 l' i ` - O,0 ft 0.0 10.0 ft 0 +0.1501 +0.7505 +H 1.000 03770 i" 0,0 it 0.0 S' 1O.Q It +O + W f� + � H 11,11 PA, 3 O O ft r 1 O j � 0 ,p O 21 6 0,2165 " f O } ,0 ft +Li +0.1501.rt0.750L40,750W +fi 1,000 0.2165 0,0 ft 0 0 �r\ 10.O it +'i?+0Y50Lr+O.r50i,. +0,-p~uOE € 1.000 0.2165 r..+ ., 00 ft O,0 14,0 It +D +0,7500 +0750S+G35GVii+H 1,000 03770 t` f y;: 0,0 ft 0„0 10,0 It 4.O+0 750L+0,7505+ 5250E +H 1,000 0.3770 F° t ,; +. 0.0 it 0.0 P t, :. 10.0 it Tite Stock Line I Project 71ite: You can change Ns area Engineer: Project 0� using the ''Settings'' menu iter"i Project Descr: and then using the "Printing & C Q Tit's Block' seiection, Status T Wne 13i . .. ,)#q B -'! ... .. . . . ......... ..... ..... .... . . ....... ... ................ . . . ........... ..... .... . ... ... .. . ... ... Wood .... ...... ... .. ...... .. .. .. ... . .... ....... . .. .. . . ....... He = P, - Column ENEHCALC� NQ 1983-2013, &, lIUAIRK V 13,6XI Description : trlmmer convanbonri� Load Combination Results RE M Loads are total entered value. Arrows do hot refiect absolute direction. Mlaximum Axial + Ben inl1ross Ratios taximurn jh ar Rafiq Load Combination C Q Stress Ratio Status Location Stress Ratio Status Location +H0D4,W+H I 000 0,1299 1 ASS 0.0 ft A S, 10,0 f# +0.60D+0,70E+H 1,000 OA299 iv S 0 0 ft 0,0 DAI Maximum Reactions - Unfactored X-X Axis Reaction Y-Y Axis qeacticn Axial ReiscWri Load Combination 0 Base 0 Top @ Baia @ Top Base 0 Only k k 3.037 k S Only k k 1000 k D+S k k 6,037 X Maximum Deflections for Load Combinations - Unfactored Loads toad ornb'snattarr Max, X-X Deflection Distance Max. Y-Y Deflection ft stance D Only 0.0000 in U00 it U00 it U00 I S Only 0,001 in 0,000 ft 0,000 it 0,0001 D+S 0,0000 ki O,OGO ft 0.000 ir, 0,000 ft Sketches M Loads are total entered value. Arrows do hot refiect absolute direction. RX DESIGN SUMMARY Min. ratio Item Applied Capatity Governing Load Combination PASS 0,8880 Soil Bearing 2,664 ksl 10 ksf +D+S +t1 about Z -Z axis PASS n/a overiuming - X-X 0.0 k -t 0.0 k -ft No Overturning ASS n/a Overturning . Z.Z 0.0 k-ft 0.0 k•ft No Overturning PASS rv %di ng - X-X 0,0 k 0,0 k No Sliding PASS , Va %ding . Z - -Z 0:0 k 0.0 k No Sliding PASS nla Uplift 0.0 k 0,0 k No Upiift PASS 0,4691 Z Flexure ( +X) 0290 x -ft 13.427 k -ft + ,20D +1,605 +0,80W PASS 0,4691 Z Flexure ( -X) 6,299 0 13,427 k -ft +',2019 +0.50L +1 S0S PASS 0.4691 X Flexure (+Z) 62999 :c "ft 13.427 k -ft +# 20 + MS4,80W PASS 0,4691 X Flexure (•Z) 6299 k•f 13.427 k -ft +`.2009 +0,501 - +1.605 PAS 0.4437 1 -way Shear ( +X) 36.452 psi 62.158 psi +1.200 +0.50L +1. GS PASS 04437 1 -way 'shear ( -X) 36.452 psi 82.158 psi + 1.2019 +0,501,. +1,605 PASS 0.4437 1 -way Shear ( +Z) 36,452 { s� 82.158 psi +1.2001 +v", 0L +1.605 PAS 0,4437 1 -way Shear ( ) 36.452 psi 82158 psi +1,2013 +0.50L +1.605 PASS 0,5847 2 -way Punch;ng 96,076 psi 16017 psi +1.2019 +0,50L +1MS Detailed Results ♦ II Rota ar' R General Information Material Properties Soil e ;grs Values f c Concrete 2E day strength _ 3,0 ksi Allowable Soil Bearing M 3.0 ksf ty . Rebar Yield _ 50,0 ksi Increase Bearing By Footing Weight No Ec : Concrete Elastic Modulus 3,122.0 ksi Sail Passive Resistance (for Sliding) 250.0 pcf Concrete Density 145.0 pcf Soil/Concrete Frrotion C oeff, w 030 ip Values Flexure 0,90 Analysis �sLa Setf.i hear Y 0,750 Increases used fooling Depth Footing base depth below sell surface 0,0 ft Min Steel % Bending Reirrf„ - Allowable pressure increase per fact of dept!- 0,0 ksf W in Allow % Temp Reinf, O.00180 when footing Luse is below 0,0 f# Min. Overturning Safety Factor 1.0 . 1 Min, Sliding Safety Factor _, 1.0 ° 1 Increases based or footing plan dimension Add Fig Wt for Soil Pressure Yes Alta wable pressure increase per foo of depi O.0 ksf Use ftg At for stability, moments shears Yes when maximum length or width is greaten 0.0 If Add Pedestal t for So4i Pressure No Use Pedestal wt for stability, nom & shear : No Bandwidth Distribution Check (Bi 15.4.x.2) Dimensions Width parallef to X -X axis 3,750 ft Length parallel to Z-Z Axis _ 3.750 it Footing a hicOes 12.1? in 4 Pedestal aimensions... px pa4wi to X•X Axis = 10.0 in pz parallei to Z -Z Axis _ 10.0 in Hei 0,0 in Reber Itenterkne to Edge of Concrete,. at Bottom of footing - 3,0 in Bars parallel to X•X Axis Number of Bars 4.0 Reinforcing Bar Else - 5 Bars raaraflel to Z-Z Axis number of Bass - 4.t? Reinforcing Bar Sits k a Bandwidth Distribution Check (Bi 15.4.x.2) ---. • Direction Requiring Closer Separation n/a # Bars required within zone n/a # B required on each side of zone Wa ia_ t opda. .. ,.w.,,...�... ..,w. .._ ..,�N, .. . .e.. .. ,,.... w ... .. .....,w,.. ,.w,.,,�..w ,,,,. ....�. ,,..,,,,.�. _.......,.,..• ,.... .. K...,_„M,.,�.�. ....-.., �... , LC - ....,......,w_ �L - -,, .. P ; Column Load _ 14,0 010 0,0 17.0 Q.0 0,0 0.0 k OB : Overburden 0.0 0.4 0.0 010 0,0 0.0 0.0 ksf °XX 0,0 OL 0.0 0,0 0,0 0,0 0.0 °ft °ZZ 0.0 0.0 0.0 .0 0,0 0.0 O.O k -ft V -X 0,0 0.0 0.0 _ 0,0 0,0 0,0 t}.0 k yt•a O,0 0,0 0.0 0.0 0,0 0,0 0.0 k TrOe S{cck Line 1 Project Tile. You can charge this area E ngineer: using the "Settings" menu item Project Deser and then using the 'Printing Title Peck" selection. General Footing IN PralectIU: 84 t9 F,k r '• "a3siJt- 1C, airs \MTV1S -tEC6 6 DESIGN SUMMARY, Min, Ratio Item capacity Governing Load Combination 9 + 0,7830 Soil Bearing 2,349 ksf 3.0 ksf +D+S+H about Z.Z axis PASS r?1a Overturning - X -X 0. k-ft H k-ft N o O vert urning PASS n!a Overturning - Z -Z 0.0 k-ft U.0 k-ft No Overturning PASS nfa Slid ng - -X O.0 k 0,0 It No Sliding PASS n/a Shdmg - Z-Z 0.0 k U,0 k No Sliding PASS n?a Uplift 0.0 k 0.0 k No Uplift PASS 0.2720 Z Flexure ( +X) 1511 k -ft 12.910 k-ft +1,201 +1.605 +0.80 PASS 0.2720 Z Flexure ( -X) 3,511 k -ft $2.990 k-ft +1.200 +1.605 +0.80 PASS 02720 X Flexure ( +Z 1511 k -ft 12,910 k-ft +1.20D+ l,60S +0.80 4 PAS 0.2720 X Flexure ( °Z( 3Z1 k -ft 92,910 k - ft +1,20D+l1 605 +0.80VV PASS 0,2559 1 -way Shear , +X) 21:025 psi 82,158 psi +1.2001 +0,50. +9,605 PASS 0.2559 1 _ ay Shear ( -X) 21,025 psi 82.156 psi +1,20[1 +0.500 +1,605 PASS 0.2559 9 -ways Shear ( +) 29,025 psi 82,158 psi +1,201}+0.501: +1.605 PASS 0,2559 1-way Shear ( -Z( 21.025 psi 82.158 psi a x.201} +0.501 +1,60 s PASS 0.3357 -way Punching 55,154 psi 164317 psi +1,201? 450t - +1.608 Detailed Results �b Sctl Rearin Rotation Axis, Actual Sail Rearing Stress Actual I Allowable Load Combination— Grass Allowable Xecc Zece +Z +Z -X •X Rata Title Brock Line 1 You can change this area using the 'Settings' menu item and 'her, using the 'Printing & Title Block' selection, Description F3 15k Progect Title: Engineer: Prolect Descr: Project ID: 85 P hi(4c m7ijis�,tp('fl 6 Code References Calculations per ACI 318-05, 113C 2006, CBC 2007, AS CE 7-05 ti Load Combinations Used: ASCE 7-02 Bars pariallet to X-X Axis General Information Materi, Properties Number of Bars Soil Design Values f'c Concrete 28 day strength 3,0 ksi Allowable Soil Bearing 10 kst fy: Rebar Y eld 60.0 ksi Increase Bearing By Footing Weight No Bas : Concrete Elastic Modulus 3,122,0 ksi Soil Passive Resistance (for Silding) 250,0 pct Concrete Density 145.0 pef Soil/Concrete Fnofion Coeff, 0,30 rp Values Flexure Z 0.90 Shear Analysis ttings Ss 0,750 Increases based or, tooting Depth Fasting base depth beiow soil SL,qace 0.0 If Min Steel % Bending Reinf, Aliowiabie pressure increase per foot of deptl= 0,0 Irst Min. Allow % Tame Real. 0,00180 when footing base is below 0,0 ft Min. Overturning Safety Factor 1,0 1 Min. Sikling Safety Factor 1.0 I Increases based on tooting plan dimension --- ------- Add Fig Wt 'or Soil Pressure Yes Aiiowabie pressure increase per foot of depl = 0,0 Irst Use ftg %A for stability, moments & sheers, Yes when maximurn length or width is greater 0.0 ft Add Pedestal Wt for Soil Pressure No Direction Requiring Closer Separation n1a Use Pedestal wit for stability, rnorn & shear No Dimensions If Bars required within zone n/a Width parailel to X-X Asa M 2,750 it Length parallel to Z-Z Axis 2.750 ft Footing Thicknes 12.0 in MEMIZEMEW px parallel to X-X Axis = 10,0 in pz Parallel to Z-Z Axis f 10,0 in He t t riterfine to Edge O�O in Debar a of Concrete- of Bottorn of footing 3.0 in N ti Bars pariallet to X-X Axis Number of Bars 4.0 Reinforcing Bar Size If 5 Bars parallel to Z-Z Axis Number of Bars 4O Reinforcing Bar Sizr M 5 4 R 8- --- ------- Bandwidth Ofstribution Check (ACt 15,4,4,2 Direction Requiring Closer Separation n1a If Bars required within zone n/a it Bars required on each side of zone n/a lisd mats . ......... . D P', Column Load µ TO 0.0 0.0 8,0 0.0 0.0 0.0 k 08 : Overburden 0,0 0,0 0,0 0.0 0.0 0.0 0,0 ksf M-xX 0.0 0.0 0.0 0,0 0,0 0.0 0.0 k-ft M-ZZ 0.0 0,0 0.0 0,0 0.0 0.0 0.0 k-ft V-X 0.0 0,0 0,0 0,0 0.0 0.0 0.0 k V-Z 0.0 0,0 0,0 0,0 0.0 0,0 0.0 k Title Block Line I Protect Tttle; You can change this area Engineer: Project 0, using the 'Settings' menu 4ern Project Descr: and Wen using Ine 'Printing & Title Block' seiection Title Block Line 6 General Footing F4P_ R 1, 9285 LF" C, N3, INC. xi Description F3 15k DESIGN, SUMMA Min, Ratio Item Applied Capacity Governing Load Combination "ASS 0,7093 Sell Bearing 2.128 kst 3,0 k ..... ....... +D+S+H about Z-Z axis P AS S are Overturning - X-X H k-ft OS k-ft No Overturning PASS We Overturning - Z-Z U k-ft H k-ft No Overturning PASS rva Sliding - X-X U k 0,0 k No Sliding PAISIS M a Sliding - ZZ H k 0,0 k No Sliding n/a Uorft U k 0,0 k No UpM a a3 0,07873 Z Flexure (+X) 1,367 k-ft 17365 k•ft +1.X11# +0 50L +1,60 PASS 47.07873 Z Flexure (-X) 1,367 k-ft 17.366 k-ft +120D+0_50L+1,60S PASS 0,07873 X Flexure (+Z) 1.367 k•ft 17,365 k•ft +1,2010+O 50L+1,605 PASS 0.07873 X Flexure (-Z) 1.367 k-ft 17.365 k-ft +1,20D+0,50L+1,605 PASS 0.07690 1-way Shear (+X) 6,318 psi 82,158 psi +120D+0,50L+1,605 PASS 0,07690 1-way Shear (•X) 6.318 psi 82,158 psi +1.2007 +0,50L+1W5 PASS 0.07690 1 -way Shear (+Z) 6,318 psi 82,158 psi +1.20D+ ,50L +1,665 PAS$ 0,07690 1 -way Shear (1) 6,318 psi 62,158 psi +1,201 +0,501_ +1 605 PASS 17.1360 2-way Punchsng 22,348 psi 164,317 psi +1,200 +0,5GL+1,60S Detailed Results Soil Bearing Rotation Axis & Actual , , .- Soil Bearing , , t1tis_s_s Actual Allowable Load Combination.. . . ........... . . Gross Allowable Xecc Zecc --------- , +Z +Z m . _X _X Ratio M Thie Block Ure I Project Title: You can change this area Engineer: using the 'Settings' menu item Project Descr and then using me 'Printing & Title Block' selection, um��� Description, 4 adjacent loating Proiect ID, 87 Code References Calculations per ACI 318-05, 18C 2006, CBC 2007, ASCE 7-05 .......... . ... Load Combinations Used: ASCE 7-02 General Information 0,380 0,460 10aterial Properties 08 . Overburden Soil Design Values ft: Concrete 28 day strength , 3,0 ksi Allowable Soil Searing 10 ksf fy ; Sebar Y.eld 60,0 ksi Increase Bearing By Posting Weight No Fc: Concrete - lastic Moduius , 3,122,0 Iva So H Passsve Resistance (for Sliding) 250,0 pcf Concrete Bari ii; 145,0 Pcf Soill'Concrete Friction Coeft. O 30 (p Values Flexure 0.90 Shear 0,750 increases, based on footing Depth Analysis Settings Govaining Load Reference Depth below Surface If Min Steel % Bending Reinf, . .......... 10 ks! Aibw, Pressure increase per foot of depth kst Min Aliow % Tamp Paint, 0.00180 when base footing is Daiaw If iiil;n. Overturning Safety Factor 1.0 1 Increases based on footing Width 0,0 k Min. Stiding Safety Factor 1.0 Allow, Pressure increase per foot of width ksf AutoCaic Footing Weignt as DL Yes when footing is wider than it Dimensions 12,131 k•ft Reinforcing PASS 0.008121 Footing Widt, 2.0 ft Feeling Thicknes 12,0 in Bars along X-X Axis +0,90D+E+1,60 Wall Thicknesc 8.0 in Reber Centerline to Edge of Concrete_ Bar spacing 12.00 Wall center offset at Bottom of footing 3,0 ir Reinforcing Bar Size # 5 from center of footing 6 n 82,158 psi +, 202 +0,50L+1,605 .......... P . Cdumn Load 0,380 0,460 k 08 . Overburden ksf V-X X M-ZZ k-ft Vx applied in above top of footing OESION Min Ratio Item Capacity Govaining Load ... ... . ....... . PAS S, 0,3926 Soil Bearing 1, 178 ksf . .......... 10 ks! +D+S 11H PASS n1a Overturning - Z-Z H k-ft 0,0 k-ft No Overturning PASS n/a Sliding - X•X 0,0 k 0,0 k No Siding rha Uplift H k 0,0 k No Uplift F A S 0,001833 Z Flexure (+X) 0,02224 k-ft 12,131 k•ft +1200 +0,50L+1.605 PASS 0.008121 Z Flexure (-X) 0,09852 k-ft 12,131 k-ft +0,90D+E+1,60 P A, � S me 1 -way Shear (+X) 0,0 psi 82,158 psi n/a PASS 0.03664 1 -way Shear (-X) 3,010 psi 82,158 psi +, 202 +0,50L+1,605 M D Oniv 3,0 ksf 3.403 in 0.06380 ksf 0.6162 ksf 0 2r: 3,0 kst 3.403 in 0,05380 ksf 0,6 62 ksf 05 +D+Lr+H 3,0 kst 3.433 in H5380 trot 0.6162 kst +D+S+H 3,0 ksf 4.446 in Ok kst 'I .178 lest +D+0.75OLr+0,750L+H 10 ksf 3.403 in 0,05380 ksf 0.6162 kst K +0 +0.750L+0.7505 +H 10 kst 4,273 in O.O ksf 1,036 ksf +D+W+H 3,0 ksf 3.403 in 0.05380 ksf 0,6162 ksf +D+0,70E+H 3,0 ksf 3.403 in 0,05380 ksf 0.6163 ksf +1.9 +0,750Lr+0,750L+0,750W+H 3,0 ksf 3,403 in 0,05380 ksf 0,6162 kst +D+0,750Lr+0.750L+0,5250E+H 3,0 list 3.403 in 0,05380 kst 0.6` 62 Itsf +D+0,750L+07505 +0,750W+H 3,0 list 4,273 in 0,0 kst 1.036 ksl +D+0,750L,+0,7505 +0.5250E*H 10 ksf 4,273 in 0,0 kst 1.036 ,ksf +0R0 +W+1"t 3,0 ksf 3,403 in 0,03228 ksf 0.3697 ksf 0, +0.601.0 +0,70E+H 3,0 ksf 3,403 in 0.03228 kst 02697 Of Overturning Stability Units : k.gt Axis & -id Coir,�,. -n . . ....... mvornerA Pe, r0 Ain ci "i HwY,' Sta tus Footing Has NO Overturning Sliding Stability ..,ond Con -M'Ce Nol S"�fetlr-,� 'itaius Foot , )q Has,% &i6rg Footing Flexure a A x i s C , , � j! t Mu ,fir i Q Bot As Req Gv�r A,;, S iwd o ? Top? c,,12 rnA 2 hA2 k-ft Status ppyy 0.1533 -X Bottom 0,2592 Mir, Terno % 031 12,131 OK +1,40D HI 173 +X Bottom 0,2592 Vin Tern o % 031 12131 OK ,4 2010 +0,5OLr+1,60L+1 .60H 0,1314 -X Bottom 0,2592 Min Teme OA, 0,31 12 ,131 OK +1.201? +0,5OLr+1,601. +1,60H 0,01005 +X Bottom 0,2592 Min Ten to % 0,31 12,131 OK +1.201.9 +1.601. +0.505 +1. 0H 0,1378 -X Bottom 0.2592 Min Temp % 0.31 12,131 OK +1.20 +1.601. +0,505 +1.60H, 0,0132 +X Bottom 0,2592 Min Tema % 0,31 12.131 OK +1,20D+',,60L, 0. 13 . 4 -X Bottom 0,2592 Min Temp % 0,31 12,131 OK +1,20D+1,60Lr450L 0V005 +X Bottorn 0,2592 Min Tento % 0,31 12131 OK +I,20D+1,60Lr+0,80W 0.13 -X Bottom 02592 Min Terno % 0,31 12131 OK ,+ ',,20D+ I .601-r+0,80W 0,0100. +X Bottom 02592 Min Terno % 0,31 12.131 OK +1.2010 +0,501. +1,605 0,1538 -X Bottom 0,2592 to Temo % 0,31 12,131 OK 0,02224 +X Bottom 02592 Nfin Ternis % 0,31 12131 OK +4 20D+1.605 +0,80w 0,1538 -X Bottom 02592 Min Tema % 0,31 12,131 OK 20D-+I,605 +0,80W 0,02224 +X Bottom 02592 Min Temp % 031 12.131 OK 1.20D+0,50Lr+0.50L+I .64W 0,1314 -X Bottom 02592 Miry Temp % 031 12.131 OK ,+I,,20D+0.50Lr+0.,50L+1,60W 0,01005 +X Bottom 0,2592 Min Terno % 0.31 12,131 OK 20D+0,50L+0- 0,1378 X Bottom 02592 Min Terno % 0.31 12,131 OK .60W 0.01382 +X Bottom 0.2594 Min Tema % 031 12.133 OK ,+1,20D+0,50L420S 01339 -X Bottom 0,2592 Min Temp % 031 12A31 OK I +1"20 +0,501. +0.205 +E 0.01156 +X Bottom 02592 Min Temp % 0.31 12,131 OK ,+0,90D+1,60W+1.60H 0.09852 X Bottom 0,2592 Min Tema % 0,31 12,131 OK +0,9014 +1,60W+1,60H 0,007538 +X Bottom 0,2592 Min Terno % 0,31 12.131 OK +0.9010+ +1,6(911 0,09852 -X Bottorn 0,2592 Min Terno % 031 12.131 OK +0 901.0 +H +1.6011 0,007538 +X Bot orn 0,2592 Min Temp % 0,31 12,131 OK One Way Shear Units: k .. ........ Load Ccm hinni "A-,- X V a7 VuIjax P st +1,40D 1,853 osi 0 Doi 1.853 psi 82,158 asi 0,02255 OK +1 ZD+050Lr+1,60L+1,60H 1,588 psi 0 06i 1,588 Doi 82,158 osi 0,01933 OK +1.2010 +i. 0L +0,505 + 1,60H, 2,033 ost 0 osi 2.433 wi 82.158 osi 0,02474 OK +1,201. +1.601. 1.588 osi 0 psi 1,588 osa 82,156 osi 0,01933 OK +1,2010 +1,60Lr+0.80W 1,588osi 0 asi 1,588 D$i 82.158 0.01933 OK +!,2013 4,50L+1,605 3,01 osi 0 psi 101 osi 82,158 osi 0,03664 OK Tale Block stn t Project Tate You can orange this area Engineer. Project ID: uvng the "Settings' menu ftem Protect 5toscr and then nosing the "Pttrottn8 Tate Block' selection, Tilto Mock Lime 6 Wall Footing Fire- ENERCAM MC, 1902013, . d3, , MAIMOREMIMIZ62 of DeSpOption : to adjacent WfN +1,20D +1:63 s +tt.834 3,01 nsi 0 Osi 3131 osi 8 158 oast U3664 +12)O r +3,55 tray+ , +t. 1,888 Osi fi Osi 1,888 ost 82, t58 osi 5.31833 + 1,20D+0,50L+0,50$+1,60W 2.833 risi 0 Osi 2M3 oast 83,358 ost 0,02474 1 ;, 3atte Rock € ine t I t�r�sec €1 OW You can change this area Engine P roiect t using the 'Settings' menu dem Project Descr; and then using the " riming ` i to Rock' setection,. We Black #r.e 5 �r . . ._...M._... ..... . ...... �...�: _...�. , One Way Stmt Uf ; k Loid Combination— VU - uk + _.... ,.., .. Vu -Max �..... t�s� .'.�rw , . ,. r. sal t�t*Vn Status „mti.... ,....... +1.20D+O,SOL+0.20S+E 1,766 Osi € Ost 8.,766 osi 81158 ost U2149 OK +0,90D +1: +4,60th 1.191 Osi Q Otu 1,191 06i 82,158 Osi U145 5 1K +0.90D+ +1,60H 1.191 Osi 0 Mi 1.191 asi 82,158 Ow w U145 5 K • WHEAT RIDGE 14 Building Inspection Division " ;(3 ) 34-59 Inspection line -6%XO 117190• Sax 6 1 0 No one available for inspection: lime 1 1 "tral NOW - Zrol Inspection Type: I � JobAddress: LI- Permit Number: 20i 3 C / 2-11 roD Ait rva LAL& er, o v CITY OF WHEAT RIDGE INSPECTION NOTICE Inspection Type: �94 e�,- , 111 A111"i"%ii & Job Address: L �& Ltk Le Ij 7 Permit Number: 2al 3 o 121 0 No one available for inspection Time Re-Inspection required: Yes No n8Ve Deen Me, MY For D. Inspector. DO NOT REMOVE THIS NOTICE 4 1 CITY OF WHEARIDGE s s Inspection INSPECTION NOP •- •♦ sae Permit 1* � 4 4 CITY OF WHEAT RIDGE • • • ctio Ins pectio n • ! 237-89 Fax INSPECTION NOTICE Ins pection Typ J ob A ddress: P ermit Num C ' A 4d& r ^,'I 4 0 . When corractions have boen made, call for re-Inspection at 303-234-5933 Date p w NO DO NOT REMOVE 7HIS Inspector: Inspection • + s !nspection Type: e,7r-/ Job Address: �tg� PermitNumber: 2zia0/232 T MaM, rot re Date -12 Inspector: DO NOT REMOVE THIS NOTICE U- Re-inspection required: Yes No Date: inspector* DONOTRMW,MNO 13 CITY OF WHEAT RIDGE t Building Inspection Division (3 o 3 234-5933 Inspectin line 0) 03 _1� 235 28, 55 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type E(4 6- Job Address Permit Number No one available for inspection: Time t M Re-inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector. CITY OF WHEAT RIDGE Building Inspection Division (3I 3) 234-5933 Inspection line 3) 235 'N Fax -,,4 Office - (303) 237-894 No one available for inspection: Time Re-inspection required Yes No When corrections have been made, call for re-in spe n at 303-234-5933 Date Inspector: CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office - (303) 237-892.9 INSPECTION NOTICE Inspection Type Job Address Permit Number 4 CITY OF WHEAT RIDGE t Building Inspection Division 'U"C" 9 ' (3 ) 234-5933 Inspection line 03 0 (303) 237-8,929 Fax - �� 9r (3 3) 235 2855 Office No one available for inspection, Time t (' I - LLL — L�MAOM Re-Inspection required: Yes No * When corrections have been made, caM for re-inspection at 303-234-5933 Date: Inspector: —f - f 7�z� ( CITY OF WHEAT RID ♦ • ♦ s Inspection Job Address: L±LQf... Permit Number: 20 1 Z.11 * When corrections have been made, call for re-Inspection at 303-234 , -5933 Inspector: • s r �„ � � *, � • ♦. s • f :• " 111 � "�1 3�[ � � uw.;. ,' A-" ef � No one available for inspection: Time "? - L__ 2-L A K Re-Inspection required Yes No * When corrections have been made, call for re-inspech n at 303-234-5933 Date: Inspector: CITY OF WHEAT RIDGE Building Inspection Division .A 011 (303) 234-5933 Inspection line 235-2855 Office - (30,�) 4W-8929 Fox 111, � IM Inspection Type ( - Job Address Permit Number �136 �12- & 11 City of gv� W 11-16'a''t 1� Drvt # # . P,Sn,PWM-V 0 � c 9 - Plan Review Fee: S �t w)".o - (if different than property address) \A Vzxl-,-�-J�Z, Qy, �State, Electdcal: If Aft Plumbing'. Wk C±y License 9 M Complete all information on BOTH sides of this form . FULF 's Galtons Amps Squares, r w. CITY OF ► AND INSPECTION SFRVICES D IVISION 7500 W 2 9th Ave Wheat Ri .i i t • FF �► .. type and be attached to the Building Permit Application at the time of submission. Applications presented fbr su bmission without w s «w Proof of Submission form from ww# agency vAll not be acce o pro cesse d . Name of Firrn/Individual submitting documents: P r oj ect Tw c: M ". •... • F Si o Fi rm Rep o r DO NOT PO :... i is ""# ": #. .. ., • « # °' d "} r w Sig nature: Cate: / W. (Agency Representative) Fir* protection District, Ufe Safety islon I Date: October 11, 2013 Reviewed By: Steve Steigli �' n III Jill 1 The Division of Fire Prevention and Control may be using different codes for the health care facilities and may require additional fire protection and construction requirements not addressed within the International Fire Code. We would request that plans be forwarded to their office for review as soon as possible to eliminate any possible code conflicts. Penetrations through fire rated construction shall be adequately sealed to prevent the passage of smoke and fire. l 06 703.1. #I sign stating, "Fire Door Do Not Block or Fire Door-Keep Closed depending upon the proposed operation in a minimum of I inch letters on a contrasting background. lFC 06 RM - n x MY -?ccess is not clearly identified. lFC 06 1011. 1. RIMMIIIJIM assure that exit sign locations and number are sufficient. 7903 Allison Way Arvada, Colorado 80005-5033 303-424-3012 sufife field inspection. If lighting does not appear to be adequate, additional units will need to be provided. lFC • 1006.1 T cincrtclic; gonerawr to EM11 emergency egress lighting and exit signs are operational in the event of power failure. lFC ! # 1 sets of sprinkler plans and for review and comment prior to installation. All work is to be conducted by a licensed installer with the Division of Fire Prevention and Control. lFC 06 901.2. The new canopy roofs noted on Sheet A-5.1 and Sheet S I will need to be provided with sprinkler protection.. 138.5.7. insp�cted prior to the concealment of work. 1FC 06 106.2 lFC 06 106.3. Y .W of the fire department and their only duty wall be to perform constant patrols of the protected premises and keep watch for fire. lFC 06 901.7. N Fire Alarm System: Submit a minimum of two sets of fire alarm system plans for review and comment prior to installation. 1FC 06 907 L = II 11�11�' l�� ;��ilill�illi���ill�'lli�l��illillill�'��l�llI I I I111111 UNI PWLM 'M The Life Safety Division will need to conduct a rough location inspection. No work is to be concealed until all inspections and necessary corrections and re-inspection are conducted. lFC 06 106.3. lFC 06 907. 5. Power connection. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. N The smoke detectors withm the individual units are 120 volt with battery back-up that also annunciate a light on the corridor side of the unit. These smoke detectors may be in excess of 10 years old. NFPA 72 recommends that smoke detectors be changed every 10 years. NFPA 72 Chapter 11, Section 11. 1. ffII1#hI;MM=.j All Zarin system will need to be witnessed by the Life Safety Division. IFC 09 907.17 A Record of Completion will need to be provided to the Life Safety Division. IFC 06 907.18 Vill W i q IFC 06 605 3. 1. owl I- walls, ceilings or doorways. IFC 06 605.6. Fire Extinguishers: please contact us prior to relocation, on each floor of structures under construction, IFC 06 906.1 (4). !Jill 11111 Jill Ill I I r ii i If 1 1 5 1 , 19 the flame propagation performance criteria of NFPA 701 Section 806.2 or be non-combustible. lFC 06 807. 1. IFC 06 807. 1. 11 11 1 1111111imili 111111millpil his will be an International Fire Code and possibly a Division of Fire Prevention »4:<«a requirement. This is informational to provide the owners information and time to complete prior to Final Inspection and Certificate of Occupancy Inspection. IFC 06 404.2. M :4«. < notice is required for all inspections and tests. Please call 303-472-1654 to schedule inspections and tests. i I 1 MIMI! R fillil 1 1 1 1 1 1 1 111 1 PITIT! au4w ?» 9 CONIcheck Software Version 3.9.1 Mechanical Compliance Certificatl ni 0 Type: New Construction t Construction Site Owner/Agent: Designer/Contractor: 4800 Tabor Street Christopher Menges, P, E. Wheat Ridge, CO 80033 Christopher Menges Engineering, Inc. 1 100 W. Littleton Blvd., Suite 400 Littleton, CO 80120 (720)233.0115 Lj Runouts <4 it in length. Lj 8, Operation and maintenance manual provided to building owner Lj 9, Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception( s): L) Systems with heat recovery. J Multiple-zone systems without DD C of individual zones communicating with a central control panel. J Systems with a design outdoor airflow less than 1200 cfm. J Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cftm J IO.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exceptionis): LJ Gravity dampers acceptable in buildings <3 stories J Systems serving spaces that are heated and not cooled to less than 60 LJ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy, Heating systems in climates w4th less than 3600 HDD, Cooling systems in climates with a I percent cooling design wet-bulb temperature less than 64 °F. J Systems requiring dehumidification that employ energy recovery in series with the cooling coil, Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2'F below room setpoint temperature, c) cooled to no lower than 3*F above room setpoint temperature, d) no humidification added, a) no simultaneous heating and cooling, Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specification i 4 k4 ulre e C c requirements in COMcheck Version 3.9,1 and to comply with the mandatory requireiments in the Requirements Checklist. Name - 'title Signature Date HVAC record drawings of ft actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner, Li HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Lj Written HVAC balancing and operations report provided to the owner, The above post construction requirements have been completed. ��rindpaf Mechanical Designer-Name Signature Date Project Title: Mountain Vista Retirement Community TCU Remodel Report datw 09/06/ 1,10 Data filenamw ZAPROJECTS\2013\130605 - Mountain Aire - Mountain Vista\TCU,cok R 11 APPROVED I n H f 4 Pln� Ch For: Mountain Vista TCU Entry 4800 Tabor Street Wheatridge, CO 80033 K yv 56 1 0 These drawings and calculations are the property of Monroe & Newell Engineers, Inc, Any use or reproductions of these calculations without the expressed written permission of Monroe & Newell Engineers, Inc. is strictly prohibited. **P.E, stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. September 6, 2013 WWW, MOM'Oe-newell'Com HOO ('31enarin * Suite lot + Denver, Colorado 80202 (303) 023-1927 + FAX (303) 623-6602 * emad: (lenN,e•#iiioiiroe-tie,,�'ell,coni D(O w • Aplallied Loads Service ioads entered Load Factors for wi l be appf ed for cat ui tion Uniform Load : D = 0,020, S = 0.0330 ksf, Tributary Width = 1.330 it Calculations per IDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 DESIGN SUMMARY , Load Combination Set ASCE 7 -02 = Maximum Bending Stress Ratio 0.901: 1 Material Properties ,.w_.. . ,_..._ 0.265:1 Section used for this span _ -__....._ ..__...._ Analysis Method: Allowable Strew Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination ASCE 7 -02 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Fv : Allowable _ Fc - PHI 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Pere 625.0 psi 5.500ft Wood Grade : No.2 Fv 180.0 psi Span # 1 Span If where maximum occurs Ft 5175.0 psi Density 52.216 pcf Seam Bracing : Beam is Fully Braced against lateral- torsion buckling D(O w • Aplallied Loads Service ioads entered Load Factors for wi l be appf ed for cat ui tion Uniform Load : D = 0,020, S = 0.0330 ksf, Tributary Width = 1.330 it 691 DESIGN SUMMARY , = Maximum Bending Stress Ratio 0.901: 1 Maximum Shear Stress Ratio 0.265:1 Section used for this span 2x13 Section used for this span 2x8 1b: Actual 973.62 psi fv, : Actual 47.62 psi FB : Allowable _ 1,080 00psi Fv : Allowable _ 180.00 psi Load Combination +p +S +H Load Combination +D +S +H Location of maximum on span _ 5.500ft Location of maximum on span _ 13.3913 ft Span # where maximum occurs - Span # 1 Span If where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection 0131 in Ratio= 691 Max Upward L +Lr +S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.306 in Ratio= 430 Max Upward Total Deflection 0.000 in Ratio= 0 c180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios ,_., _ ., ...... Moment Values Shear Vafues _._.. Segment Length Span V C d C ry C l C r C m t CL ..... fb _..... , .._.. Fb V fv Pv D Only 0.00 0.00 0.00 HO Length =11.0 ft 1 0340 0.100 1.00 120 1,00 1.00 1,00 1.00 9.00 0.40 367,40 1080.00 0.13 17.97 180.00 +D +L +H 1.20 1.00 1.00 1.00 1.00 1.00 0.40 0.00 0.00 0.00 Length -11.0 it 1 0.340 0.100 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0,40 367.40 1080.04 0.13 17,97 180.00 +D +Lr +H 120 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.0 it 1 0.340 0100 1.00 120 1.00 1.00 1.00 1.00 1.00 0.40 367.40 1080.00 0.13 17.97 180.00 +D +S +H 1.20 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0:04 0.013 Length =11.0 ft 1 0.901 0.265 1.00 120 1.00 1,00 1.00 1.00 1.00 1.07 97162 1080.00 035 47.62 180.00 +D +0,750Lr +0.750L +H 1.20 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.0 it 1 0340 0.140 1:00 120 1.00 1.00 1,00 1.00 1.00 4.40 36740 1084.00 0.13 17.97 180.00 +D+0.750L +0.750S +H 120 1.00 1.00 1.00 1.40 1.00 0.00 0,00 0.00 0.00 Length = 11.0 ft 1 0761 0.223 1.00 1.20 1.00 1.00 1.00 1.00 1.00 0.90 822.06 1080.00 029 4021 180 0 'f Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span V' Cd CFN Ci Cr C Ct C L V IV F'v +6+ 1 20 1.00 --l-11-11-1-1-11-11-- 1,00 - 1,00 --------- 1.00 1.00 0,00 0.00 0.00 0,00 Length =11.0 It 1 0.340 0.100 1.00 1,20 1.00 1.00 1,00 1.00 1.00 0,40 367,40 1080.00 0A3 17,97 180,00 +Cr+010E+H 1,20 1.00 1.00 1.00 1,00 1,00 0,00 0,00 0,00 0.00 Length =11.0 ft 1 0.340 0.100 1.00 1 20 1.40 1,00 1.40 1,40 1.04 040 367.40 1080.00 0,13 17.97 180,00 4D+0.75OLr+0.750L+0.750W+H 1 20 1.00 1.04 1.00 1,00 1,00 0.04 0,00 OZO 0,00 Length =11.0 ft 1 0.340 0,100 1,00 1 20 lZ 1,00 1.40 1.00 1,40 040 367.40 1084,00 0,13 17,97 180,00 +D+0,75OLr+0.750L+0.5250E+H 1 20 1.04 1,40 1.04 1,00 1.44 0,00 OZO 0,00 0,00 Length = 11.0 ft 1 0,344 4.100 1.04 1,20 1,00 1.00 1.00 1,40 1,00 0.40 367,40 1080.00 0A3 17,97 180.00 +D+0.750L+0.750S+0.750W+H 1 20 1.00 1,00 1.00 1.40 1,00 0.00 0.00 0,00 oko Length =11.0 it 1 0.761 0.223 1.00 1,20 1,00 1.00 1.00 1.00 1.00 0.90 822.06 1080.00 0,29 40,21 184.00 +D+0,7501 +0.7505 +0.5250E+H 1 20 1,00 1.04 1.04 1,00 1,00 OZO 0,00 0,00 0.00 Length = I I .O ft 1 0,761 0,223 1,04 1,20 1.00 1,00 1A 1.00 1.00 0,90 822,06 1080,00 029 40.21 180,00 +4.60D+W+H 1 20 1,00 1,44 1.40 1,00 1.00 0,00 ODO 0.04 0.00 Length = 31.0 ft 1 0.244 0.060 1,00 1,20 1,00 1.40 1,00 1.44 1.00 0.24 22044 1080.00 0.08 10.78 184.00 +0.60D+0Y0E+H 1 20 1,00 1.00 1.40 1,00 1.00 0.00 0,00 0,00 0Z Length =11.0 It 1 0.204 0,060 1.04 1.20 1 DO 1,00 1,00 1.00 1.00 024 220A4 1080,00 0.08 1038 180,00 OverallMaximum Deflections - Unfactored Loads . . ...... .... Load Combination Span Max. Dell Location in Span Load Combination Max, +" Dell Location in Span 1 0,3065 5.540 0,0000 0,000 Vertical Reactions - Unfac for ed Support notation: Far left is #1 Values in KIPS Eoa�i:i 6 6 ion Support I Support 2 mum 0 388 0,388 D Only 4A46 0,146 S Only 0.241 0.241 D+S 0.388 4.388 Title Block Line I Project Title: You can change this area Engineer: Protect ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block" selection, CODE REFERENCES . . .. . . --------- --- Calculations per NDS 2005, IBC 2006, CSC 2007, ASCE 7-05 Load Combination Set: ASCE 7-02 UU-M Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 2,600.0 psi Ebend-xx 1,900,Oksi Section used for this span Fc - Pdl 2,510.0 psi Eminbend - xx 965,71 ksi Wood Species iLevel Truss Joist Fc - Perp 750.0 psi 2-1.75x7.26 Wood Grade Microl-am LVL 1,9 E Fv 285,0 psi 1,365,13psi Ft 11,555.0 psi Density 32,210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling FB: Allowable 2,600.00psi D 0.13 ) � � 1 Fv: Allowable fi +t T y IF r- 1.1,)A I .9.J A plied Loads Service loads entert ad Lo Factors vvifl be appfied for calculations. ...... . ... __ - - _ .. ------- __... ... .. ___ . ..... . ..... .... ... .. __- — .......... .. - .. ...... . .... ........ .... ... ........ Uniform Load D = 0.020, S = 0.0330 ksf, Tributary Width = 6,50 ft Maximum Bending Stress Ratio 0Z2S 1 Maximum Shear Stress Ratio 0.279: 1 Section used for this span 2-1.75x7.25 Section used for this span 2-1.75x7.26 to : Actual 1,365,13psi tv : Actual 79.60 psi FB: Allowable 2,600.00psi Fv: Allowable 285.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 4.500ft Location of maximum on span 6,400 ft Span # where maximum occurs Span # 1 Span It where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection OA 51 in Ratio= 716 Max Upward L+Lr+S Deflection 0,000 in Ratio 0 <360 Max Downward Total Deflection 0,242 in Ratio 445 Max Upward Total Deflection 0.000 in Ratio 0 <180 ------------- - . . ..... ..... ........ ........ .. .. Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios ----- -- - --------- Moment Values Shear Values Segment Length Span # Cd C FN C i Cr Cm C t CL M f b Fb v fv Fv D Only - 0,0 , 0 ---------- 0,00_ 4 O"O_O Length = H ft 1 4A98 0A05 1,00 1.00 1.00 I Z 1,00 1,00 1,00 1,32 515.14 2600,00 0.51 30,04 285,00 +D+L+H 1,00 1.00 1.44 1,00 1,00 1,44 HO HO 0,00 0.00 Length = H It 1 0,198 0,105 1.04 1.40 1.00 1,00 1,00 1,00 1.04 1.32 515,14 2604.00 0,51 30,04 285-00 +D+Lr+H 1.00 1,00 1.00 1.00 1.00 1,00 0.00 HO 0,00 0.00 Length = 9,0 it 1 4A98 0,105 1,00 1,00 1,00 1.00 1,00 1,00 1,00 1,32 51514 2600.00 0.51 30,04 285,00 +D+S+H 1.40 1.40 1.04 1,00 1,00 1,00 Ho 0,00 HO HO Length = 9,0 It 1 0.525 0,279 1.00 1,00 1.40 1.00 1,00 1.00 1.00 149 1,365.13 2600-00 1.35 79.60 285.00 +D+0,754Lr+0,750L+H 100 1.00 1,00 1.00 1,00 1.00 0,00 0,00 UO 0.00 Length = U ft 1 4,198 0,105 1.04 1,00 1.00 1.04 1.04 1,00 1.00 1,32 51514 2600.00 0Z1 30.04 285.00 +D+0150L+0I505 +H 1.40 1,00 1.44 1,44 1.44 1.00 0,00 0.00 HO 0,00 Length = 9,0 ft 1 0A43 4.236 1,00 1,00 1,00 1,00 1.44 1 ,00 1,00 2.95 1,152,63 2600.44 1.14 6721 285,00 Description : tcu entry support beam Ivi Lead C o m b i r' a on' 'Oi mAxf uppOrt Support 2 D Only f850 _--f S Only 0,585 0Z85 D+S 0.965 0.965 1.550 1,550 SUPPOrt notation : Far left is #1 0,0000 . . ...... ......... ..,Values in KIPS Title Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection, Description : tcu entry column Code References -------------- 0.4932 :1 Maximum SERVICE Lateral Load Reactions. . Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Load Combinations Used: ASCE 7-02 Top along Y-Y 0.0 k Bottom along Y-Y General Information ......... .... -------- Comp Only, .... .... .. Analysis Method: Allowable Stress Design Wood Section Name 4x4 0,0 k End Fixties Top & Bottom Pinned Wood GradinglManuf. Graded Lumber Maximum SERVICE Load Lateral Deflections, Overall Column Height 12,0 ft Wood Member Type Sawn At maximum location values are . . . . . . . Wood Species Douglas Fir - Larch Exact Width 3.50 in Allow Stress Modification Factors at lZLO Wood Grade No,2 Exact Depth 3.50 in Cf or Cv for Bending 1,50 Fb - Tension 900�O psi Fv 180�O psi Area 12,250 kiA2 Cf or Cv for Compression 1.150 Ix 12.505 inA4 Cf or Cv for Tension 1,50 Fb - Comps 900.0 psi Ft 575.0 psi ly 12.505 inA4 Cm: Wet Use Factor 1�0 Fc - Prll 1,350.0 psi Density 32.210 pot Ct :Temperature Factor 1.0 Fc - Perp 625.0 psi it above base Cfu : Flat Use Factor 1�0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial 270258 psi Kf: Built-up columns 1 .O "'i' Basic 1,600.O 1,600,0 1,600.0 ksi Use Gr: Repetitive ? No Minimum 5130,0 580.0 Brace condition for deflection (buckling) along columns Other Factors used to calculate allowable stresses. . X-X (width) axis Lu for X-X Axis buckling : K =1.0 PASS Maximum Shear Stress Ratio Y-Y (depth) axis Let for Y-Y Axis buckling: K =1,0 Le "di n Applied Loads Service loads entered, Lod Factors wM b ae applied 'or ca ..... . ........ ... ... .... . ..... . ... ...... . . culafions. Column self weight included: 32.881 Ibs # Dead Load Factor 1.500 - ---------- - AXIAL LOADS ... 12,0 it Axial Load at 12,0 ft, D = 0,60, S -1.0 k Applied Design Shear DESIGN SUMMARY O.O psi PASS Max. Axial+Bending Stress Ratio 0.4932 :1 Maximum SERVICE Lateral Load Reactions. . Load Combination +D+S+H Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only, fc/Fc' Top along X-X O.() k Bottom along X-X 0,0 k Location of max.above base 0,0 it Maximum SERVICE Load Lateral Deflections, . . At maximum location values are . Along Y-Y 0,0 in at lZLO ft above base Applied Axial 1.633 k for load combination - n/a Applied Mx 0,0 k-ft Applied My 0,0 k-ft Along X-X 0,0 in at 0,0 it above base Fc: Allowable 270258 psi for load combination n/a Other Factors used to calculate allowable stresses. . PASS Maximum Shear Stress Ratio 04: 1 Le "di n Compression Tension Load Combination +0S0D+070E+H Ct or Cv : Size based factors 1.500 1.150 Location of max,above base 12,0 it Applied Design Shear O.O psi Allowable Shear 180.0 psi Load Combination Results Maximum Axial + Bendina Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location Stress Ratio Status Location D Only 1.000 0,1912 PASS 0.0 it 0.0 PASS 12,0 ft +D+L+H 1.000 0,1912 PASS 0.0 It 0,0 PASS 12.0 it +D+Lr+H 1,000 0.1912 PASS 0,0 ft 0.0 PASS 12,0 it +D+S+H 1,000 0.4932 PASS 0.0 it 0.0 PASS 12.0 ft +D+0.750Lr+0,750L+H 1.000 O, 1912 PASS 0.0 ft 0.0 PASS 12,0 it +D+0.750L+0,7505 +H 1,000 0.4177 PASS 0,0 it 0.0 PASS 12.0 it +D+W+H 1.000 0,1912 PASS 0.0 It 0,0 PASS 12,0 it +D+030E+H 1.000 0,1912 P A -1; S 0,0 it 0.0 PASS 12,0 it +D+0,750Lr+0,7501 +0.750W+H 1,000 0,1912 PASS 0,0 ft 0.0 PASS 12.0 It +D+0.750Lr+0,750L+0.5250E+H 1.000 0.1912 PASS 0,0 ft 0.0 PASS 12,0 If +D+0.7501 +0,750S+0.750W+H 1,000 0.4177 PASS 0.0 ft 0.0 PASS 12,01 ft +D+0.7501 +0,7505 +0,5250E+H 1.000 0.4177 PASS 0,0 ft 0.0 PASS 12.0 If You can change this area NOW UNIRMUMEM Description '. tcu entry column Project Title: Engineer: Project Descr: Load Combination Results ------ --------- ... .... .. ... - ------ --------------- 3.50 in f KIIK Loads are total entered value. Arrows do not reflect absolute direction, Maximum Axial + Bndsn Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location ...... ......... Stress Ratio Status Location — ------- 460D+W+H I.000 0.1147 PASS 0.0 ft 0,0 PASS 12.O ft +H0D+0,70E+H 1,000 0.1147 PASS 0,0 ft 0.0 PASS IM ft Maximum Reactions - Unfactored Not Oriiy non • zeno reactions are listed, X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination Base @ Top @ Base @ Top @ Base &W ----- ----- -- - ------------------------- --- --- -------... " - __,_._... - S Only k k 1.400 k D+S k It 1,633 k Maximum Deflections for Load Combinations - rife toned Loads I ' oad6oWbinafion Max, X Deflection Distance Max. Y-Y Deflection Distance y 0,0000 in 0,000 it 0,000 in 0.000 ft S Only 0,0000 in 0,000 ft 0,000 in 0.000 it D+S 0.0000 in 0.000 ft 0.000 in 0,000 it Sketches 3.50 in f KIIK Loads are total entered value. Arrows do not reflect absolute direction, Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Material Properties k Soil Design Values ksf f'c: Concrete 28 day strength 4,0 ksi Allowable Soil Bearing 3,0 ksf No Rebar Yield 60,0 ksi Increase Bearing By acting Weight k Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250.0 pot Concrete Density 145.0 pcf Soil/Concrete Friction Coeff . 0.30 rp Values Flexure 0.90 Shear 0,750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = it Min Steel % Bending Reinf. Allowable pressure increase per foot of depth ksf Min Allow % Temp Reinf. 0.00180 when footing base is below it Min, Overturning Safety Factor 1,0 1 Min. Sliding Safety Factor 1.0 I Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depi ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is greaten It Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X-X Axis 2.50 it Length parallel to Z-Z Axis 2.50 It Footing Thicknes 10,0 in 1310MMMEMIM px parallel to X-X Axis 12.0 in pz parallel to Z-Z Axis 12,0 in Height 36,0 in Rebar Centerline to Edge of Concrete- at Bottom of footing 3,0 in —Reirfor r ---------------- Number of Bars Reinforcing Bar Size 3.0 # 5 3.0 It 5 01 Bandwidth Distribution Check (ACI 15AA,2) i 7 Direction Requiring Closer Separation n/a - 7 - 3 u6San # Bars required within zone n/a # Bars required on each side of zone n/a 8�ppjiao Loads - - - ------ D Lr L S W E P: Column Load 0.60 1.0 k OB: Overburden ksf M-xx k-ft M-zz = k-ft V-x k V-Z k 7 Code References Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used ASCE 7-02 General Information - - ------ .... ... .... . ..... . ..... . ........ . -.— . ............. ... Title 5lock Line I Project Title. You can change this area Engineer: Proiect 110: using the 'Settings' menu item Project Descr: and then using the *Printing & Title Block' selection. DESIGNSUMMARY ------------ Min. Ratio Item ----------- Applied Capacity Governing Load Combination PASS 01256 Soil Bearing 0,3768 ksf IS kst +D+S+H about Z•Z axis PASS n/a Overturning - X-X 0.0 k-ft H k-ft No Overturning PASS rVa Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding - X-X 0.0 k H k No Sliding PASS n/a Sliding - Z-Z H k 0,0 k No Sliding PASS n/a Uplift 0,0 k H k No Uplift PASS 0.01289 Z Flexure (+X) 0.1452 k-ft 11.260 k-ft +1,2007 +0,501_+1,605 PASS 0.01289 Z Flexure (-X) 0.1452 k-ft 11,260 k-ft +1,200 } +0,50L+IM5 PASS 0.01289 X Flexure (+Z) 01452 k-ft 11.260 k-ft +1,2010 +0,501. +1M5 PASS HIM X Flexure (1) 0.1452 k-ft 11260 k-ft +1200? +0.501. +1.605 PASS 0.01080 1 -way Shear (+X) 1,024 psi 94.868 psi +1.2010 +0.501-+1,605 PASS HIM 1 -way Shear (-X) 3 .024 psi 94,868 psi +120D+0,501. +1.605 PASS 0.01080 1 -way Shear (+Z) 1,024 psi 94,868 psi +1,2010 +0,501. +1,605 PASS 0.01080 1 -way Shear (1) 3 .024 psi 94.868 psi +1,201 +0501- +1M5 PASS 0.01914 2-way Punching 3.632 psi 189.737 psi +1,200) +050L+1,605 Detailed Results MH Rotation Axis & Actual Soil Bearing Stress Actual / Allowabi Load Combination Gross Allowable Xetc Zece +Z +Z _X X Rath 6 5�_111 Title Block Line I Yov change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr FNFF DESIGN SUMMARY ---- - ----- Min. Ratio Rom Applied capacity Governing Load Combination 0.1256 Soil Bearing 0.3768 ksf 3,0 ksf +D+ +H about Z-Z axis PASS n1a Overturning - X-X O.O k-ft 0,0 k-ft No Overturning PASS n/a Overturning - Z-Z 0,0 k-ft H k-ft No Overturning PASS n/a Sliding - X-X 0.0 k 0,0 k No Sliding PASS n/a Sliding - Z-Z 0,0 k 0.0 k No Sliding PASS n/a Uplift 0,0 k 0,0 k No Uplift PASS 0.01289 Z Flexure (+X) 01452 k-ft 11,260 k-ft +1,20D+0,50L+1M5 PASS HIM Z Flexure (-X) 0A452 k-ft 11.260 k-ft +120D+0,50L+1M5 PASS 0,01289 X Flexure (+Z) 0A452 k-ft 11,260 k-ft +1,20D+0.50L+1.605 PASS 0.01289 X Flexure (-Z) 0A452 k-ft 11,260 k-ft +1,20D+0ML+1,605 PASS 0V080 1 -way Shear (+X) 1.024 psi 94.868 psi +120D+0,50L+1,605 PASS 0V080 1 -way Shear (-X) 1,024 psi 94.868 psi +120D+0,50L+1M5 PASS 0V080 1 -way Shear (+Z) 1,024 psi 94,868 psi +1,20D+0,50L+1Z05 PASS HIM 1 -way Shear (-Z) 1,024 psi 94.368 psi +1.20D4504. +1,605 PASS 0V914 2•way Punching 3.632 psi 189137 psi +120D+0.50L+1.605 Detailed Results M Rotation Axis & Actual Soil Bearing Stress Actual / Allowalb! Load Combination Gross Allowable Xecc Zecc +Z +Z X _X R� COMcheck Software Version Mechanical Compliance Certifficatl 51 Project Type: Now Construction Project Title Mountain Vista Retirement Community TCU Remodel Construction Site: Owner/Agent 4800 Tabor Street Wheat Ridge, CO 80033 • 1111 Building Location (for weather data): Wheat Ridge, Colorado Climate Zone: 5b Designer/Contractor: Christopher Menges, P.E. Christopher Menges Engineering, Inc. 1100 W. Littleton Blvd,, Suite 400 283-0115 2pmengeseng,c6W P R OVE'M Su�b�ect lb R1 1,nspedh, W'ieat [Date: Section 3: Mechanical Systems List Qmarlff"Y 14 HVAC System I (Single Zone): Cooling: I each - Packaged Terminal Unit, Capacity 12 kBtulh, Efficiency %00 EER, Air-Cooled Condenser Requirements Specific To: HVAC System I : 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 9.94 EER r . 11!1� ir iiiiijillill 11111111111111�11 rp��11 1111111 11111 ITT RT M.- 111 1 Exoeptiori(s'): T ana j no greater Men 77773,7 meet loacs L) Standby equipment automatically off when primary system is operating J ffilultiple units controlled to sequence operation as a function of load 2. Minimum one temperature control device per system 3, Minimum one humidity control device per installed humidification/dehumidification system 4. Load calculations per ASHRAEIACCA Standard 183. 5. Automatic Controls: Setback to 55'F (heat) and 85'F (cool); 7-day clock, 2-hour occupant override, I 0-hour backup Exception(s): M Project Title, Mountain Vista Retirement Community TCU Remodel Report date', 09/06/13 Vata filename: Z\PROJECTS\2013\130605 - Mountain Aire - Mountain VIsta\TCU.cck Page I of 2 Systems serving spaces that are heated and not cooled to less than 60*F. Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Heating systems In climates with less than 3600 HDO, Cooling systems In climates with a I percent cooling design wet-bulb temperature less than 64*F. Systems requiring dehumidification that employ energy recovery In series with the cooling coil. Principal Mechanical Designer-Name Signature Date Project Title: Mountain Vista Retirement Community T Remodel Report date: 09/06113 Data filename: ZAPROJECTS\2013\130605 - Mountain Aire - Mountain Vista\TCU,cck Page 2 of 2 APPROV SUblell-lt t-,:') Monroe & N( Enp;ineers, Inc. Vail * Denver W g P Dzatel' C �"' e, For: Mountain Vista TCU Entry 4800 Tabor Street Wheatridge, CO 80033 IN re of these calculationii i w6&t�-illw Engineers, Inc, is strictly prohibited. **P,E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed, "is includes all sheets attached to this cover, September 6, 2013 www-monroe-newell.coni 1400 Glenarm * Suite 101 # Denver, Colorado 80202 (303) 623-4927 * FAX (303) 623-6602 * ernaiL den ver@rrionroe-newell com Title Block Line 1 Y06 can change this area WE 'RIM JAH m1w Project Title: Engineer: &klivkba PmW,t 6 1 SEP 2N�,, 7 4,1 CODEREFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Service loads entered. Load Factors wiH be applied for calculations, Uniform Load: D = 0.020, S- 0,0330 ksf, Tributary Width = 1,330 ft Load Combination Set: ASCE 7-02 Material Properties P Analysis Method - Allowable Stress Design Fb - Tension 900.0 psi : Modulus of Elasticity Load Combination ASCE 7-02 Fb - Compr 900.0 psi Ebend-xx 1,600.Oksi Fc - Pill 1,350,0 psi Eminbend - xx 580-0 ksi Wood Species Douglas Fir - Larch Fc - Perp 625,0 psi 2x8 Wood Grade 1102 Fv 180.0 psi Ft 575.0psi Density 32,210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling tv: Actual r_^%J Span= I I Oft p red t»4 Service loads entered. Load Factors wiH be applied for calculations, Uniform Load: D = 0.020, S- 0,0330 ksf, Tributary Width = 1,330 ft DESIGN SUMMARY Maximum Bending Stress Ratio O 901: 1 Maximum Shear Stress Ratio 0.265 : I Section used for this span 2x8 Section used for this span 2x8 fb : Actual 973.62psi tv: Actual a 47.62 psi FB: Allowable 1,080.00psi Fv: Allowable 180,00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 5,500ft Location of maximum on span 10.398 ft Span # where maximum occurs Span # I Span It where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.191 in Ratio = 691 Max Upward L+Lr+S Deflection 0,000 in Ratio = 0 <360 Max Downward Total Deflection 0.306 in Ratio = 430 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values She Values Segment Length Span #' Cd CFN Ci Cr Cm C t C l v tv Fv D 6nly 0,00 0.00 0.00 0Z Length =11.0 it 1 4.344 0,100 IZO 1 20 1.40 1:44 1.00 1.04 1,00 0.40 367.40 1080:00 0.13 17,97 180.00 +D+L+H 1,20 1.00 1,00 1.00 140 1,00 0.00 0.00 0.00 0.00 Length =11.4 ft 1 0,340 4.100 1.00 1 20 1.00 1,40 1,00 1.00 1.134 0,40 367.40 108o00 4.13 17,97 180.00 +D+Lr+H 1 20 1.00 1.40 1,00 1,00 1.44 0.00 0.00 0.00 Ho Length = 11.4 ft 1 0.344 0,100 1,00 1 20 1.40 1,00 1.00 1.00 1.00 0,40 367,40 1084.40 0.13 17.97 180,00 +D+S+H 1 20 1,00 1,00 1,00 1.00 1.00 Ho Ho 0,00 0,00 Length =11.4 ft 1 0,901 0,265 1,00 1 20 1.40 1,00 1.04 1.44 1.00 1.07 973,62 1084.00 4.35 47.62 180,00 +D+0,750Lr+0,750L+H 1.20 1.00 1,00 1,00 1.00 1 .00 0,00 0,00 Ho Ho Length =11.4 If 1 4.344 0.100 1.40 1.20 1.00 1.44 1.40 1.40 1.00 0,40 367.40 1084.40 0.13 I7.97 184.44 +D+0150L+0.750S+H 1 20 1,00 1,00 1,44 1.00 1.4{3 0,00 0.04 0.00 0,00 Length =11.4 ft 1 0.761 0.223 1,00 1.20 1,00 1.00 1 .44 1.00 1.04 0.90 822,06 1084.04 0,29 40,21 180,00 D(O.0266) SJO.04389� Title Block Line I Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. 7 A"'Im Load Combination Max Stress Hatios Moment Values Shear Values Segment Length Span # M V C CFN C Cr C C t CL V tv Fv �WH 1 20 1,00 1,00 1,00 ._ 1.t70 1.00 Ho 0,00 0.00 0,00 Length =11.4 It 1 0.340 0.100 1,00 1 20 1,00 1,00 1,00 1,40 1,00 0.40 367,40 1084.00 0,13 17.97 180.00 +D+010E+H 1 20 1.44 1,00 1.44 1.00 1,00 0.00 0,00 0,00 Uo Length =11.4 it 1 0,340 0.104 1.00 1 20 1.00 1.00 1,00 1,00 1,00 0.44 36740 1080,00 013 17.97 184.40 +D+0,750Lr+0.750L+0.750W+H 1,20 1.00 1.44 1,00 1.40 1,44 Ho 0,00 Ho 0,00 Length =11.4 ft 1 0,340 0,100 1.00 1 20 1,00 1.00 1,00 1:44 1.00 0,40 367.40 1084,44 4A3 17.97 180,00 +D+0,754Lr+0,750L+0,5250E+H 1 20 1.00 1.00 1.00 1,00 1,04 0.40 0,00 Ho Ho Length =19.0 It 1 4.340 0,100 1.00 1,20 1.44 1.00 1.04 1.00 1,00 4,40 367.40 1080,00 0,13 17,97 180,00 +D+0.750L+0.750S+0.750W+H 1,20 1,00 1,00 1:44 1.424 1.44 Ho 0,00 0,00 Ho Length =11,4 It 1 0.761 0.223 1,00 1 20 1.00 1.00 1,00 1.00 1,04 0,90 822,06 108040 029 4021 180.00 +D+0.750L+0,7505 +0,5250E+H 1,20 1,00 1.00 1.00 1.44 1.00 Ho Ho 0.00 0.00 Length =11.0 It 1 0,761 4.223 1.44 1 20 1,00 1,00 1.034 1,00 1.00 0.94 822.06 1084,44 029 4021 184.44 +4.60D+W+H 1 20 1,00 1,44 UO 1,00 1,00 0.00 Ho Ho Ho Length =11.4 it 1 0,204 0.060 1.40 1,20 1.00 1,00 1.00 1.00 1.00 024 220.44 1084.44 0,08 10,78 180,04 46012NOA&H 1 20 1,00 1.00 1.00 1.00 1.00 0,00 0,00 0,00 Ho Length =11.0 it 1 0.204 0.060 1.00 1.20 1,00 1,04 140 140 1,44 0,24 220,44 1080.00 0V8 1038 180.00 Overall Maximum Deflections - Unfactored Loads Load C ombination Span Max. '-'Dell -------- Location in Span -- 1---11—.----1---.--- Load Combination -------- --- __,._...... + +' Defl Location in Span Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Su I Su 2 4.388 0388 D Only 0,146 0.146 S Only 0.241 0.241 D+S 0,388 0.388 Title Block Line 1 Project Title: Service loads entered, Load Factors will be applied for calculations.. ........ �_-. - You can change this area Engineer: Project ltd; using the "Settings' menu item Project Descr: Load Combination Set: ASCE 7 -02 and then using the "Printing MTZ�' Max Bending Stress Ratio Title Block' selection, _.._ _...w Title B Line 6 _ Analysis Method: Allowable Stress Design zt. .t 20 Q ;;cP CtCid c'ltll E, Modulus of Elasticity Fite P :t 9285 -# -19 ENGINE- 1lCatcs'�#NiST- 1,EC6' rNPOd'"AI kmrl. iop"O iq 1104 IQ A's'k ider9 III .Lan Description : teu entry support beam M CODE REFERENCES .. ,..;. ... ._.�.�._,.__...�._..._.__ Service loads entered, Load Factors will be applied for calculations.. ........ �_-. - Uniform Load . 0 = 0.020, S = 0.0330 ksf, Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05` __ .... .�.d._._�M_.._._,....,.,m.,_.,, ,.,_._.,.._.......... �... �..,...,__ ............... ��,.. �_..... ...,.,...... . .... ......a,...__._ DESIGN SUMMAR Load Combination Set: ASCE 7 -02 MTZ�' Max Bending Stress Ratio ateriatt ,....�.,.___.�, .�........_._.,.._..._...... .__ „_.._. ......_........_......,�,....__ ..,,. d ............._...........w..,. _.._ _...w _ _ _ _ Analysis Method: Allowable Stress Design Fb , Tension 2,600,0 psi E, Modulus of Elasticity Load Combination ASCE 7 -02 Fb - Compr 2,600,0 psi Ebend- xx 1,900.0ksi 2,600.00psi Fc - Prll 2,510.0 psi Eminbend . xx 065.71 ksi Wood Species : #Level Truss Joist Fc - Perp 750.0 psi Location of maximum on span _ Wood Grade : M #croLarn LVL 1.9 E Fv 2635,0 psi Span # where maximum occurs = Span # 1 Ft 1,555.0ps# Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral - torsion buckling x.13 0.2145 IF r1_ 1 1 LM R .3EM ffr_. M N w � 1 @t rsds ......_.w. �,..... .._w, ,.,_...w _ .. ,..;. ... ._.�.�._,.__...�._..._.__ Service loads entered, Load Factors will be applied for calculations.. ........ �_-. - Uniform Load . 0 = 0.020, S = 0.0330 ksf, Tributary Width = 6.50 it __ .... .�.d._._�M_.._._,....,.,m.,_.,, ,.,_._.,.._.......... �... �..,...,__ ............... ��,.. �_..... ...,.,...... . .... ......a,...__._ DESIGN SUMMAR MTZ�' Max Bending Stress Ratio 0.5231 Maximum Shear Stress Ratio 0.279: 1 Section used for this span 2-1.75x7,25 Section used for this span 2- 1,75x7,25 fb : Actual 1,36.13psi fv : Actual 79.60 psi FB : Allowable _ 2,600.00psi Fv ; Allowable - 235.00 psi Load Combination +b +S +H Load Combination +D +S +H Location of maximum on span _ 4ZOOft Location of maximum on span - 8,409 It Span # where maximum occurs = Span # 1 Span # where maximum occurs Span # 1 I Max Downward L +Lr +S Deflection 0.151 in Ratio= 716 Max Upward L +Lr +S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.242 in Ratio= 445 Max Upwa Total Deflection 0.000 in Ratio= 0 <180 ax um orc s & Stres for o Combinations m - : -_m. �W_.w Load Combination Max Stress _ . _ -.. _ _ _. _ _ .a -_ _. Moment Values ..., ... ._ _ Shear Values _ V Segment Length Span # Cd C FN C i Cr C m C t C t _.. _._ ... _ V _ fv _.__. DCnly�__ 4 .00 .w._..... Hf} 0.00 Length Length =9.Oft 1 0.998 0.105 1.00 1,00 1.00 1.00 1.00 1.00 140 1,32 51 5, 14 2600,00 0.51 30.04 285.00 +D +L +H 1.00 1.00 1.00 1,00 1.00 1.00 HO 0.00 0.00 0.00 Length = 9,0 ft 1 0.198 0,105 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.32 515.14 2644.00 0.51 30.04 285.00 +D +Lr +H 1.00 1,00 1,00 1,00 1.00 1.00 0.00 0.00 0.00 0,00 Length - 9.0 it 1 0,198 0.105 1.00 1.0(3 1.00 1.00 1.00 1.00 1.00 1.32 51514 2600.00 0.51 30.04 285.00 +C +S +H 1.06 1.00 1,00 1.00 1.00 1,00 0,00 0.00 0.00 0.00 Length = 9,0 it 1 0.525 0.279 1.00 1:00 1.00 1.00 1.00 1.00 1.00 349 1,365,13 2600.00 1,35 79:60 285.00 +l? +0.75OLr +0.750L +H 1,00 1.00 1.00 1,00 1,00 1,00 0,00 0.00 0.00 000 Length = 9.0 it 1 0198 0105 1,00 1,00 1.00 1.00 1.00 1.00 1,00 1.32 515,14 2600.00 0,51 30.04 285,00 +L3 +0.750L +0.7505+ 1.00 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length =9 :O ft 1 0443 0236 1,00 1.00 1.00 1 :00 1,00 1.00 1.00 2,95 1,152.63 2600.00 1,14 6721 285.00 Title Block Line I You' can change this area Description : tcu entry support beam 1A Project Title: Engineer: Project ID: Project Descr: rllnNa �1,1 SEP -0i 1, 7 43� File P.k9285-M-I\ENGINE-11CaicsWTVIST-1,EC ENERCALC, WC, 1983-2013, Btiild.& 13,6,30 Vet:6.13,U Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span M V C C FN C i Cr Cm C t CL M fb Pb V tv Fv 1,00 1.00 1,00 1.00 1.00 1,00 0,00 0.00 0.00 0,00 Length = U ft 1 0.198 OA05 1Z 1.110 1.00 1.00 1.00 1,00 1 Zo 1.32 515A4 2600.00 0.51 301.04 285.00 +D+070E+H 1.043 1.00 1.00 1.00 1.00 1.00 0.00 0,00 Ho 0,00 Length = U It 1 0A98 0.105 1.00 1,00 1.00 1.00 1,00 1.00 1,00 132 515.14 2600.00 0.51 30,04 285,00 +D+0,750Lr+0,750L+0,750W+H 1,00 1,00 1.00 1.00 1.00 1,00 0,00 0,00 0.00 Ho Length = 9.0 ft 1 0.198 0.105 1.00 140 1.00 1.00 1.00 1,00 1,00 132 515.1 2600.00 0.51 30,04 285.00 +0+0.750Lr+0.750L+0,5250E+H 1,00 1,00 1,00 1.00 1.00 1.00 0.00 0.00 Ho Ho Length = 9,0 It 1 0A98 0,105 1,00 1.00 1,00 1.00 1.00 1,00 1,00 1,32 51514 2600,00 051 30.04 285,00 +D+0,750L+0.7505 +0.750W+H 1,00 1.00 1.00 1,00 1.00 1,00 Ho 0,00 Ho 0,00 Length = 9.0 ft 1 0,443 0,236 1.00 1,00 1.00 1.00 1.00 1,00 1.00 2,95 1,152,63 2600,00 1.14 67.21 285.047 +D+0,750L+0,7505 +0,5250E+H 1.00 1.00 1.00 1,00 1,00 1,00 Ho 0.00 Ho 0,00 Length = H ft 1 0.443 0.236 1,00 1.00 1.00 1.00 1.00 1,00 1.00 2,95 1,152.63 2600.00 1A4 6721 285,00 +0.600+W+H 1,00 1,00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0,00 Length = 9.0 ft 1 0A19 0.063 1.00 1.00 1,00 1:00 1.00 1.00 1.00 0.79 309,09 2600.00 030 18.02 2E00 +0.600 +0,70&H 1,00 1.00 1,00 1.00 1.00 1,00 0.00 0,00 Ho Uo Length = 9,0 ft 1 0,119 0.063 1.00 1.00 1,00 1,00 1.00 1.00 1,00 0.79 309,09 2600,00 030 18.02 285.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span N1ax, " Defi Location in Span Load Combination Max. '+' Deft Location in Span 02422 4,533 Vertical Reactions - Un fact ored ----------- Support notation : Far left is #1 Values in KIPS load Cvbinaticln ort I Support2 D Only 0.585 0,585 S Only 0.965 0,965 D+S 1,550 1.550 Code References Maximum Axial + Bendino Stress Ratios Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05 Load Combination C D Load Combinations Used: ASCE 7-02 Status Location Stress Ratio General Information Location D Only 1.000 Analysis Method: Allowable Stress Design Wood Section Name 4x4 0,0 If End Fixities Top & Bottom Pinned PASS Wood Grading/Manut. Graded Lumber +D+L+H Overall Column Height 12.0 it Wood Member Type Sawn 0.0 It (Used PASS Exact Width 3.50 in Allow Stress Modification Factors Wood Species Douglas Fir - Larch 1.000 Exact Depth 3.50 in Cf or Cv for Bending 1.50 Wood Grade No.2 0.0 Area 12.250 hA2 Cf or Cv for Compression 1,150 Fic - Tension 900,0 psi Fv 1807. psi Ix 12.505 inA4 Cf or Cv for Tension 1.50 Fla - Compr 900,0 psi Ft 575,0 psi iY 1Z505 Cm: Wet Use Factor hA4 1.0 Fc - Pill 1,350,0 psi Density 32210 poi Ct : Temperature Factor 1.0 Fc - Pero 625,0 psi 0,0 Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Kf : Bunt columns I .O J Basic 1,600.0 1,600.O 1,600.0 ksi Use Cr : Repetitive ? No Minimum 580'0 580,0 Brace condition for deflection (buckling) along columns PASS 0.0 It 0.0 X-X (width) axis: Lu for X-X Axis buckling K = 1.0 IZO it +D+070E+H 1,000 Y-Y (depth) axis Lu for Y-Y Axis buckling : K = 1,0 PASS 0.0 ft 0.0 Service loads entered. Load Factors will be applied for cairulations. Column self weight included: 32.881 Ibs * Dead Load Factor 1.0100 0.1912 AXIAL LOADS . 0,0 ft 0.0 PASS Axial Load at 12.0 ft, D = HO, S =1,0 k +D+0.750Lr+0,7501 +0,5250E+H 1.000 0.1912 DESIGN SUMMARY 0.0 ft 0.0 PASS Bending & Shear Check Results +D+0.7501 +0.7505 +0,750W+H 1,000 0.4177 PASS Max. Axial+Bending Stress Ratio 0.4932:1 Maximum SERVICE Lateral Load Reactions. . PASS Load Combination +D+S+H Top along Y-Y 0,0 k Bottom along Y-Y O.O k Governing NDS Forumla Comp Only, fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of maxabove base 0.0 It Maximum SERVICE Load Lateral Deflections At maximum location values are ... Along Y-Y 0.0 in at 0,0 ft above base Applied Axial 1.633 k for load combination: No Applied Mx 0.0 k-ft Applied My 0,0 k-ft Along X-X 0,0 in at 0,0 it above base Fc: Allowable 270,258 psi for load combination: n j a Other Factors used to calculate allowable stresses .. Maximum Shear Stress Ratio 0.0:1 Eqoing, rn �re io�n Tension Load Combination +0,60D+070E+H Of or Cv : Size based factors 1,500 1,150 Location of maxabove base IZO It Applied Design Shear 0,0 psi Allowable Shear 180.0 psi N Maximum Axial + Bendino Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location Stress Ratio Status Location D Only 1.000 0,1912 PASS 0,0 If 0.0 PASS 12.0 It +D+L+H 1.000 019112 PASS 0.0 It 0.0 PASS 12,0 It +D+Lr+H 1.000 0,1912 PASS 0.0 it 0.0 PASS 12,0 It +D+S+H 1.000 0,4932 PASS 0,0 It 0.0 PASS 12.0 it +D+0.750Lr+0.7501 +H 1.000 0.1912 PASS 0.0 it 0,0 PASS 12.0 ft +D +0.7501 +0 7505+ 1.000 O,4177 PASS 0.0 it 0,0 PASS 12.0 it +D+W+H 1.000 0,1912 PASS 0.0 It 0.0 PASS IZO it +D+070E+H 1,000 (3.1912 PASS 0.0 ft 0.0 PASS 12.0 it +D+0.750Lr+0,750L+0.750W+H 1.0100 0.1912 PASS 0,0 ft 0.0 PASS 12,0 it +D+0.750Lr+0,7501 +0,5250E+H 1.000 0.1912 PASS 0.0 ft 0.0 PASS IZO it +D+0.7501 +0.7505 +0,750W+H 1,000 0.4177 PASS 0.0 It 0,0 PASS 12.0 It +D+0.750L+0.7505 +0.5250E+H 1.000 0.4177 PASS 0.0 it 0.0 PASS 12,0 it N ENEF IBM Load Combination Results Maximum Axial + Bendin Stress Ratios Maximum Shear Rgfigs Load Combination C Q Stress Ratio Status Location Stress Ratio Status Location +H0D+W+H 1,000 0.1147 PASS 0.0 It 0.0 PASS 12.0 ft +U0(1 +0,70 +H 1,000 01147 PASS 0.0 ft 0.0 PASS IM ft Maximum Reactions - Unfactored Nobe Only non zero reactions are fisted. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination Base Top @ Base @ Top Base S Only k k 1. k D+S k k 1,633 k Maximum Deflections for Load Combinations - Unfactored Loads Load Co trinat on lax. Deflection Distance Max, Y-Y Deflection Distance 0.0000 in 0,000 It 0.000 in 0,000 it S Only 0.0000 in 0. 00 It 0.000 in 0o00 ft D+S 0.0000 in 0.000 ft 0.000 in Hoo It Sketches 4 .sl ra EM Loads are total entered value. Arrows do not reflect absolute direction. Title Block Line I You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr: PN gat F SEP ZvQ, Code References 12,0 in pz : parallel to Z-Z Axis 12.0 in Calculations per At 318-05, IBC 2006, CBC 2007, ASCE 7-05 Reber enteriline to Edge of Concrete- Load Combinations Used: ASCE 7-02 3.0 in General Information -------- - - Material Properties Soil Design Values fc: Concrete 28 day strength ' 4.0 ksi 60.0 Allowable Soil Bearing 3.0 ksf f Reber Yield Rc �: ksi Increase Bearing , acting Weight No Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250.O pcf Concrete Density 145,0 pot Soil/Concrete Friction Coeff . O 30 (p Values Flexure 0.90 Shear Analysis Settings 0150 Increases based on footing Depth Footing base depth below soil surface If Min Steel % Bending Reinf. = Allowable pressure increase per toot of deptl= ksf Min Allow % Temp Reinf, 0,00180 when footing base is below 4 It Min. Overturning Safety Factor 1.0 1 Min, Sliding Safety Factor 1.0 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per toot of dept = ksf Use ft g wt for stability, moments & shears Yes when maximum length or width is greaten ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions 11-1111-11- ------- ---- - - ----- -------- - ---- --- Width parallel to X-X Axis 2.50 If Z Length parallel to Z-Z Axis 2,50 it Footing Thicknes 10.0 in px: parallel to X-X Axis 12,0 in pz : parallel to Z-Z Axis 12.0 in H I ht 36.0 in Reber enteriline to Edge of Concrete- at Bottom of footing 3.0 in Bars parallel to X-X Axis Number of Bars 3,0 Reinforcing Bar Size If 5 Bars parallel to Z-Z Axis Number of Bars 3.0 Reinforcing Bar Sizf # 5 Bandwidth Distribution Check {ACE 15,4.4.2) Direction Requiring Closer Separation n/a 4 r7, 'g7 3 # Bars required within zone n/a � T: # Bars required on each side of zone n/a K � A Aple Leads ------ --- — --- D Lr L S W E H P: Column Load O.60 1.0 k 08: Overburden ksf M-xX k•ft M-zZ k-ft V-X k V-z k CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102747 Issued: 02/23/11 Stipulations: Remodel Break Room into Rehab. Area with Kitchen and Bathroom. 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: 4800 TABOR ST Parcel Number: 39- 174 -09 -008 Owner: American Baptist 4800 Tabor St Wheat Ridge CO 80033 Contractor: Manuel Rodriguez Rodriguez Construction LLC 3043 California St Denver, CO 80205 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of X06 ICC /2008 NEC this building without prior notice _ 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System ng Inspector Zoning Administrator ICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 02/24/11 11:18:20 City of Wheat Ridge bp7D1 -ls PERMIT INFORMATION - 102747 PERMIT INFORMATION: Permit #: 102747 Address: 4800 TABOR ST Permit Type: Commercial Remodel Parcel Cd: 39- 174 -09 -008 Permit Dt: 12/16/2010 OWNER: American Baptist Expires: 12/16/2011 Address: 4800 Tabor St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: MOUNTAIN VISTA RETIR Annex Dt: Right: 0.0 Cent Type: Brick Lot: Block No 0 Back: 0.0 Legal: JOB DESCRIPTION: Remodel of break room into Rehab area w/ kit. and bath FEES QTY DUE PAID: Permit Fee .00 546.55 546.55 Plan Review Fee .00. 122.49 122.49 Plan Review Addtiona .00 232.12 232.12 Total Valuation 33,227.48 .00 .00 Use Tax 33,227.48 590.09 598.09 ---- - - - - -- --- - - - - -- 1,499.25 1,499.25 CONTACTS: owner American Baptist 4800 Tabor St Wheat Ridge CO 80033 3034214161 sub CLB Blue Sky Plumbing 4765 Independence Street Wheat Ridge, CO 80033 3034212161 sub CIA Mark's Electric 12295 W. 48th Avenue Wheat Ridge, CO 80033 3034250753 gc CL2 Rodriguez Construction LLC Manuel Rodriguez 3043 California St Denver, CO 80205 7202663376 PARCEL INFORMATION: 10 Structure Type 504 20 Year Built 1999 30 Property Type COMMR � PERMIT CONDITIONS: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Lodes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 12/16/10 CREATED FROM APPL# 10 -0428 12/15/10 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO RED DT INS DT STATUS 1 ERI:Electrical Rough Ins 01 -8039 01106/11 no BCSI 01/07/11 01/07/11 INCOMPLETE 2 PRI:Plumbing Rough Insp. 01 -7835 01/06/11 no BCSI 01/07/11 01/07/11 INCOMPLETE 3 FRI:Framing Rough Insp. 09-0474 01/06/11 no SCSI 01/07/11 01/07/11 COMPLETE 4 PRI:Plumbing Rough Insp. 01 -7835 01/07/11 no BCSI 01/07/11 01/07/11 COMPLETE 5 ERI:Electrical Rough Ins 01 -8039 01/07/11 no KC 01/10/11 01/10/11 COMPLETE Page mmackey 02/24/11 11:18:20 City of Wheat Ridge Page 2 bp701 -IS PERMIT INFORMATION - 102747 mmackey 6 DWS:Diywall screw /nail 09 -0474 01/11/11 no KC 01/12/11 01/12/11 COMPLETE 7 EFI:Electrical Final Ins 01 -8039 02/22/11 no KC 02/23/11 02/23/11 COMPLETE 8 PFI:Plumbing Final Insp 01 -7635 02/22/11 no KC 02/23/11 02/23/11 COMPLETE 9 EFI:EUilding Final Insp 09 -0474 02/22/11 no KC 02/23/11 02/23/11 COMPLETE 1,000, COMMUNUTY 1,'A:,'V[,A,(.)PMEN'r Building & Inspection Services Division 7500 W 29'�' Ave_ Wheat Rdge, CO 80033 Office, 303-235-2855 * Fax, 303-237-8929 Inspection Request Uw 303-234-5933 . . . . . . . . . . . Address� City, statezip� El Date: Plan # Contractor Contractor City Licens hone Sbcont:racom it MhBectrtcaecamcal Qty Ucense 6,J City License # describ ork to be pe d ch additional sheet if necessary) Contract Value of all work: L Review Fee f due at thme s,'O subnntfak Sq laHIms IS R, $ q --- �N- 'RACTO [(',,;NA'1'1'1 C 'f� dLO OW NOKI kh1NUh:e1 �H KQd llk'mim Ove rwemafc i'mtl do mg A novmc ifppficlhic ovdimmCc" rt. rqgd 6on, ofd'w C ot'Whew Ri I "r 01�CO or re,mwnon, ot rck:or&,ku A JE$mn and de a�'v ;gcuuC iful rv"tiPk' la-rcc iR hitk h aH �Apphco6lml mum dix I fui re'qlml"� iN ' l, for comfl�' cc %\ kil C 0(, WhkN� �,41�tW c'ode�' and onfinarwv,,, tor %k� �f k midcr an� pvrmit i��kwd bas�:d on flik 3ipp 'mR n' 111m the kf I Wr,Sl e IV trb'"l h',Ow, .�Cgal ommo' aka thc rropert'b to tvrtorm tile de'�kxihe(l AS exb`�i MUt �.Hlw Ni' authori/ b" tile c'm m"Awled lm Oi' apjlk'Mi011 *0 �k� tlix vmit�' I km Chit' applk',M'001 . . . . . . . . . . . . . . . . NAINII DATU nVWt�W"If, FIRE DEPARTMENT', diSapproved "" no r&ew required, Fsldg Valuatiosr- —$--f' INSPECTION RECORD L2 ccupanc 2lEvae 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons y Stemwall / (EEG) Concrete Encased Ground - Electrical Service Reinforcing or Monolithic Rough Electric Weatherproof/ French Drain Rough Plumbing - T —�, ,_ Sewer Service Lines Gas Piping Water Service Lines INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR I Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing Lath / Wall tie y Mid -Roof - Electrical Service Roof Rough Electric Building Final Rough Plumbing - T —�, ,_ Fire Department Gas Piping Rough Mechanical HnuvE INSPt6I IUNS IU BE JIGNED 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 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 CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER s /'d< Inspector , le DO NOT REMOVE THIS NOTICE n Nn nna avaiinhla fnr.incnortinn• Times V. /3 APA1PPA s /'d< Inspector , le DO NOT REMOVE THIS NOTICE HEALTH FACILITIES AND EMERGENCY MEDICAL SERVICES DIVISION 4300 Cherry Creek Drive South - A2 ID Denver, CO 80246 -1530 LIFE SAFETY CODE Voice: 303 - 692 -2800 Fax: 303 - 753 -6214 www.healthfucilities. info Colorado Department of Public Health and Environment BUILDING DEPARTMENT Sign off for Local Authorities Written evidence of compliance with local building codes must be obtained prior to a final on -site Life Safety Code inspection. Contact the city or county department in your area and have the director or designee sign below. The original signedform must be returned to the attention of Life Safety Code Plan Review Intake at the address listed above. Name of Facility: Facility Type: BE COMPLETED Long -Term Care, 5 a Address: tr©" 0,rc 4..UGCse -1 — Street City , County Name of Contact Person: ' 1 GG° Z S _ Phone: (5 1 � J Zt` ax: ( ) PURPOSE OF APPLICATION:; ] ; Initial Licensed Facility (Check all that apply). - [ ] Change in Secured Beds From: To: `- - '( OnlyanoptionforALR `orLTCfacilities) [ ] Change of Ownership [ ] Change in Licensed Beds From: To: [ ] Change of Facility Location From: To: [ ] Addition/Renovation Scope BY Building Department having Jurisdiction: The above named facility meets the r uh indicated in4e exp i n (If "no" ple a exp on s ate attacl d Authority Havin Juri [ / �� ri y� / ] YES the occupanc sed on wo k W9 'a I [ ]NO ax: C- Address: For questions please contact Life Safety Code intake personnel (303) 691 -4988 HEALTH FACILITIES AND EMERGENCY MEDICAL SERVICES DIVISION 4300 Cherry Creek Drive South - A2 Denver, CO 80246 -1530 LIFE SAFETY CODE Voice: 303- 692 -2800 Fax: 303- 753 -6214 www.healthfacilities.info ZONING DEPARTMENT Sign off for Local Authorities pF'Cp� y� O r r � • r8�s ` Colorado Department of Public Health and Environment Written evidence of compliance with local Zoning codes must be obtainedprior to a final on -site Life Safety Code inspection. Contact the city or county department in your area and have the director or designee sign below. The original signedform must be returned to the attention of Life Safety Code Plan Review Intake at the address listed above. Name of Facility: i") Facility Type: (Hospital, Long -Term Care, etc.) r"` Address: '7 d U&I IA4 vo1. dC'rd!�j� Street City O Name of Contact Person: Y Jl lc �!✓f�ZC_ Phone: (J ) !VV PURPOSE OF APPLICATION: [ ] Initial Licensed Facility (Check all that apply) [ ] Change in Secured Beds f ] Change of Ownership { ] Change in Licensed Beds [ ] Change of Facility Location [ ] Addition/Renovation From: To: (Only an option forALR or LTCfacilities) From: To: From: Scope CITY /COUNTY ZONING DEPARTMENT Zoning Department having Jurisdiction:, The above named facility meets the requirements of the local Authority Having Jurisdiction for the occupancy based on work indicated in Section A: �,�G. v o Q �e k o 8u!42�, Zey w (If "no" please explain on a separate attachment [ ] YES Signature: eA3 Date: y a. Name of Person to Contact: Phone: �36 3 Fax: A5 Address: For questions please contact Life Safety Code intake personnel (303) 691 -4988. HEALTH FACILITIES AND EMERGENCY MEDICAL SERVICES DIVISION 4300 Cherry Creek Drive South - A2 - Denver, CO 80246 -1530 LIFE SAFETY CODE Voice: 303 - 692 -2800 Fax: 303- 753 -6214 www.cdphe.statc.co.uAf/hfd.asp FIRE DEPARTMENT Sign off for Local Authorities pF COt 'rays ` Colorado Department of Public Health and Environment Written evidence of compliance with local fire codes must be obtained prior to a final on -site Life Safety Code inspection. Contact the city or county department in your area and have the director or designee sign below. The original signed form must be returned to the attention of Life Safety Code Plan Review Intake at the address listed above. LUINWLE'IEDHY IHEAPPLICAN'1 Name of Facility: Facility Type: (Hospital, Long -Term Care, Address: Street City J County Name of Contact Person: &J av` lz vu S Phone: (303)'IY9- 374,9a PURPOSE OF APPLICATION: [ ] Initial Licensed Facility (Check all that apply) [ ] Change in Secured Beds From: To: (Only an option for,4LR or LTCfacilities) [ ] Change of Ownership [ ] Change in Licensed Beds From: To: [ ] Change of Facility Location From: To: n , [ Ad �..Q dition/Renovation Scope of Project: ;, <, *. OAA2 on, 11vly D: iv nn. l WlvlrL,11 r r,Lr Fire Department having Jurisdiction: Alp t ne,� PYRA� m r(�u Q I:: rtl- I C`7 The above -named facility meets the requirements of the local Authority Having Jurisdiction for the occupancy based on work indicated in Section A: (If "no" please explain on a separate attachment.) [ A] YES [ ] NO Signature: )}_ _ Date: &2 IZ-- (, Name of Person to Contact: 5R.sse 07 etc r_ v Phone: (0& ) - {62gZML Fax: (%Aw) l'02 -? 7 Address: qaZ Accc,>o, For questions please contact Life Safety Code intake personnel (303) 691 -4988. Application Date: �, a! "e 1 o Permit # 't - i Arvada Wheat Ridge V Jeffco ARVADA FIRE PROTECTION DISTRICT Division of Fire Prevention 7903 Allison Way Arvada CO 80005 303 -424 -3012 303 -432 -7995 (fax) PROJECT INFORMATION - INCLUDE ALL KNOWN INFORMATION Project/SiteName M4 ,) tt, g I tsNt e! - t$., x� Tenant Name or Building Designation _ Previous Tenant Name Number & Street 1 4-900 i < w90 s Suite or Area An Sq.Ft. of Construction City r't R ; C� -, Occupancy Classification M TYPE OF PERMIT INSPECTIONS /TESTS CONTRACTOR/DESIGNER/DEVELOPER INFORMATION PROJECT MANAGER I SUPERINTENDENT INFORMATION Name � "� Name �� r Tr, P Company fit- A1, i � �: w � �„ Company OrP =_ Address ) .. r ?, Address 12r,'d 47 City, State Zip _ . qr City, State Zip ,} ry ( �., z { , Emergency Phone Number Emergency Phone Number ri 7 , r , I I I attest the above information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the property of the Arvada Fire District and is issued subject to conditions contained herein. * Upon any failure of any condition including failure of clearance of.any permit payment, this permit is subject to immediate revocation and the permit must be returned upon demand tc representative of the Arvada Fire District. v� / `° - Signature of Applicant: s Fgj/s INSPECTION BY FIRE DISTRICT REQUIRED? rYES ) NO Post this permit in a conspicuous place. Request required inspections a minimum of24 -ha rs in advance at 303424 -3012. FIRE DEPARTMENT USE ONLY Date Received: 'E .,) t 1 , By: ll6 DATE Paid: _t 1 i n /g : Fee: d ` Check or Transaction F7eview /Permit Picked up By: }r, Representing: ?La ^ Plan Reviewer: Reviewer Contact Phone: Fire Department Approval Signature: _ Date: eh7_ i a _n5z, t Distribution: White -Arvada Fire Yellow - Contractor Pink -Post Onsite Card - Post Onsite TYPE OF PERMIT INSPECTIONS /TESTS New Building or Building Addition Field Inspections and Dates: Tenant Finish Above/Underground Storage Tanks Automatic Fire Protection System Automatic Sprinkler System 13 13R 13D Hydrostatic Tests and Dates: Fire Alarm or Detection System Clean Agent System Misc. Inspection Fees Comments: rt c kt ati s a � 7 A. o F' . � v - t9r FIRE DEPARTMENT USE ONLY Date Received: 'E .,) t 1 , By: ll6 DATE Paid: _t 1 i n /g : Fee: d ` Check or Transaction F7eview /Permit Picked up By: }r, Representing: ?La ^ Plan Reviewer: Reviewer Contact Phone: Fire Department Approval Signature: _ Date: eh7_ i a _n5z, t Distribution: White -Arvada Fire Yellow - Contractor Pink -Post Onsite Card - Post Onsite 41 CITY OF WHEAT RIDGE Building inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office,* (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Q%AI ' Job Address Vg -> rat -&oa 57 Permit Number sv 7y 7 Utzl� t 5 o No one available for inspection: Time oo M/P Re- Inspection required: Yes No *When corrections have been made, call ff or rr re= inspection a 303-234 -5933 r Date: /Zmh/ Inspecto -� DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: MMo,6 Job Address: y867,9 74tY-A 57 Permit Number: 10 - 27 `l7 1 i i 0 N one available yfor inspection: Time 3. ® AM /6d) Re- Inspection required: Yes No _ When corrections have been made, calf for re- inspection at 303 -234 -5933 Date: Inspecto �- 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 a2 i3,,, taf - Job Address �rcac, , do sue. Permit Number �nz t laz /11I 40 4w 4 2 Af? _F14 _1 ❑' No one available for inspection: Time AM/ Re- Inspection required: No *When co rrections have been made, call for re- inspection at 303 - 234 -5933 / K Date: 1 J 'r / Inspector DO NOT REMOVE THIS NOTICE = ♦j4' 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 €'lumi 04 X6dd Job Address Permit Number :a s s. ❑ No one available for inspection: Time „? AM PM} Re- Inspection required: Yes When corrections have been made, call t to e-i, pp,,cfon at 303- 234 -5933 Date: ! Inspector: $' DO NOT REMOVE THIS NOTICE 4 4' City of Wheat Ridge / Commercial Remodel PERMIT - 102747 PERMIT NO: 102747 ISSUED: 12/16/2010 JOB ADDRESS: 4800 TABOR ST EXPIRES: 12/16/2011 DESCRIPTION: Remodel of break room into Rehab area w/ kit. and bath * ** CONTACTS * ** owner 303/421 -4161 American Baptist sub 303/421 -2161 01 -7835 Blue Sky Plumbing sub 303/425 -0753 01 -8039 Mark's Electric gc 720/266 -3376 Manuel Rodriguez 09 -0474 Rodriguez Construction LLC ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0082 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROD LU .33,227.48 FEES ;�, . Permit Fee 545.55 u'"1 Plan Review Fee 122.49 Plan Review Addtiona 232.12 Total Valuation .00 VV Use Tax 598.09 ** TOTAL ** 1,498.25 Conditions: E KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 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 oc /or its' accompanying approved plans and specifications. 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 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 in ct Signature Building Offical Date INS PEC 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. V0_. / 194oh Building 1 inspection Services iJit�isicatl 7500 W. 29" Ave., Wheat Ridge, CO 80033 - Office: 303 - 235 -2855' Fax: 303 - 237 -8929 Inspection Line: 303- 234 - 5933 Building Perltt€ Application Property Owner (please print): A j�l � ° /l? /C' i - ��s� /__ / Phone' 3 `� C/ ts4ailing Address: (if different than property address) Address: City, State, Zip: LUp1 at toi': Contractors City License #i Phone' '�ttb ,�G'OY7tfktiU,'YvF Electrical: Plumbing: Mechanical: q City License # City License # City License # Contract Value: rview kee (due at time of submittal): Squa BTU's Gallons _Amps Sq Ft. 2l,,d 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. CIRCLEONE:. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: � I1,�PA1�73yt��ti' US �Ilvl� 1 > 1 ' �pning i / n r / s � f' � ' r j ✓s'.S: �?L`^ � i i� � r })l3([.RINGD�PAR'ft7C -{JT U' ME `� �9'���f %���S f�,Jl�j�".�', � .� � ✓t � "''ri^" �:�- 1c ReVley✓eP ��y � f�'f��� t �� v� y :, J / . tii � r Q� .F. .% +l • � l � r did r ./- �// � ..Y '� / aUBLdC WORKS COI�3MEtg7S ', ' '�. " ,g Ci s3ifaC'1" c,iu�..m.urnAe•ra�r _n,..,m.,.,,...,.w .�,r ...,......be��,_,'...r�:. r :r_,x .,..nn r.wa�ae- raia"ix,�,'rl` BIUatld[l.b �J,��•� �5 Work shall comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. � q� I C0 ORP Wheat Idge Building Department ove 2 �� BUILDING OFFICIAL DA E Validity of permit:. The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the 'Building codes or other ordinances of the City shall not he valid. I - 1 1 - 1 F 32 4-le tL ..,�,t% IL�f � EM q 71PAM! L D CLOC4,,f 'LO -F U _ 6 e ORQ C4 A 1-:Z94 �� W W i re C-11,1,4,0 "d ele L' ;ZM .5 �/4v/ W & It, 6 S ° °<IIkl 41 Arts -rv't> TO 'Oealt i - t� kaorr� -Poo 6mbal ♦ 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: _,. ZAZ� - .5;Al Job Address: `lo CtP 7,40ok _57 Permit Number: T. ❑ No one available for inspection: Time '� AM _ Re- Inspection required: Yes When corrections have been made, call for re inspection at 303 - 2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge 1W V, Res. Miscellaneous PERMIT - 100895 PERMIT NO: 100895 'ISSUED: .04/09/2010 JOB ADDRESS: 4800 TABOR ST EXPIRES: 10/06/2010 DESCRIPTION: Sidewalk from So. exit of dining.. rm to Tabor St. ***.'CONTACTS owner 303/421-4161 Baptist HOme Assoc. gc 720/266-3376 Manuel Rodriguez 09-.0474 Rodriguez Construction LLC **-PARCEL. INFO ZONE CODE: UA USE: UA SUBDIVISION: 0082 BLOCK/LOT#: 0/ **FEE SUMMARY -.:ESTIMATED .-PROJECT :VALUATION; 6,800:00 FEES Permit Fee 181.10 Plan Review Fee 117.72 q ) Total Valuation .00 Use. Tax 122.40 TOTAL 421.22 Conditions:.` KC: Approved as submitted and approved by `planning. Subject to field inspection. Must comply with 2003 IBC and all ;applicable City of Wheat Ridge: Municipal Codes. SS: PCD; Approved. I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances rules or segulatio s of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurem is 'shown, and a e tionsmade aaccurate that I have read and agree to abide by all conditions printed on this applic ion and that I s eful respons ib i lity for comps' nce w' h the Wheat. Ridge. Building Code (I.B.C) and all other appli le Wheat Rid or nanc f or work and r this per it. P nss .`/subject to field inspection. Si ature of bo racto /owner date 1 This permit was issued in acc rdance with the provisions set forth in your application and is subject to the laws of the 'State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, .Colorado or any other applicable ordinances of the city. 2. This permit shall expire 180 days from the issue date. 'Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of'. the Building Official. 3. Ifthis 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. It 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 causinga drainage problem. 5. Contractor shall notify the Building Inspector twenty-.four (24) hours in advance for all inspections and `shall receive written approval on :inspection card before proceeding with successive phases of the .:job. 6. The issuance of a permit or the :approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation= All plan review i js ect to field inspections. Signature of Ch W By14dmg :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.: City of `)`Iheatdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: Plan #10 -C(D9 Permit # Ito Ar?, Propert}r Address`; Y<Y6 ✓ ~b Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: A n'- ~ontractor,': Contractors License STY, DIrAI:LGrS i ENIA V lectrical: Plumbing: Mechanical: City License # City License # City License # Descrtp#lono~wo'rk:+ I~ I w~~ 4"l 6'ovl//, / erg contract Value: s 4~06d Review Fee (due at time of submittal): $ i ~.-7L 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. CIRCLEONE; (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE:j -,3/ c~)191D ",0 HIM- , FIRE,DEPgR~ENI` ❑'a~pprO ed W//"e0nlRlents ~rCJ dlSapproYed ~ n0 reVteW f8gyired ~ Bldg ValUatlOD $ ~e~~ ~ r~ 7 i Mountain Vista Retiremi Access Walk-i Ian The essential proposal relating to Mountain Vista Retirement Village is that, there is a clear Illustration for the need for an access walk-way. After reviewing several areas to the most south west - to south east grounds of lots 2 and 3. The most immediate and logical survey to the contour of this project, supports the passage that is going to supplement this building access to the southern most area of Mountain Vista. The (223feet long X 5feet wide) walk-way, will be accessible from the street to the west. Entry from both ends of the walk-way will virtually add an emergency exit and entry to the Mountain Vista Retirement Village facility. This additional access will complement the facility and the necessity for the emergency access need. Furthermore, all railing around the area south of the the detention pond and west of the pond, will require approximately 40feet on both sides of the walk-way. The plans relating to this project will follow all guidelines to the City of Wheat ridge Building Department. Mountain Vista Retirement Villa e Access Walk-wav Plan f f Jh I ~ )13 ' f ~~J / L-a i P t Tabor Street Conclusion The aspect of this walk-way, is to allow access for the residence to leave the building. In-addition, there is an existing walk-way exit from the building that will tie into this new accessible walk-way. This new walk-way slopes down and around the detention pond located on lot 2, it enters into lot 3 ending on lot 2 again accessing Tabor Street. Due to the receding edges on both sides of the detention pond, we will add a 4" curb atop of the 4" slap grade for the new walk- way. Moreover, we will install railing in this area for the residence that will adhere to the Wheat Ridge Building Department Codes. ~ > 6k Lo4 P~ a~1 R~C.~ `'~pTzolO WHJR' a [t1OUHT&OH W937& G' ~C~`t~'0HENIEN7 WRLLA(ME c3 FUN&L DL MC LO°~~C 1`~ PI QG 1 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE BEING A PORTION OF LEE'S SUBDIVISION IN THE NE 1/4 OF SECTION 20 AND THE SE 1/4 OF SECTION 17, TOWNSHIP 3' SOUTH, otoe ` ` b o m a a RANGE 69 WEST OF THE 8th PRINCIPLE MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORAIX? i'! ~ avolvi :1-.4y AI - SOoYS'0©'E 990.58• .l ~ AT" rarWA_PM s u"°'„ - Y ir,Iga ding Department : - _ 4T1.32^. Ap~t!caved 19&51' 370.74' yEXISTING /IND. cue -R=44' R=44' ,.a DETENTION - --,LJI~TE I WPASSED AREA ~ = RoNO k 4l / BUT CIA( OYFWWW R, WW6 2 y~, S 0.''IE7Y7XW POYO A- LOT "b 2~7 t mva `,usm ° of Pr" I permit s a5b of ~wE rE , yB Qr ` i i~\ps rmit or approval of plans, specifications EW,,~ $q7 ife t ,E wven m ~E-Esc - r ~ i Pa at10 Shd I permItfor,orinapprovdof,anyvaladoote I, N - Nibs pr vise ns th~r uil gcodeorofanyCilyordmmm. Presumin toyive to to\\rtWNeorcancetMe provisions of the I 'Idingco esdlrotho~il 8softheCg$hallnothevalid, \ \ s} s r~ m< A ~ r.wr~r~n ,s[ N1 soe d ~ ~ i t Y~E ~ way \ I I ~ I1\Il\ w, MiNMY y All ws~swTCUAGEF I\U ECOfFLYHOlSVC~/ .J J~ PRL1°OSED E1/STING e \ \~j \ r I I' &&DIN6 I NuRSrac ADO/ACS HOME \ V LOT 2 OT a I - ' S4~5g"E .rrrrtn. a,e cwE g - 6~,`,Iy -.7 - ( d f 2. 6C4Yp I// 1 I z iS9I WA Y rr .aac xe~e w:. - m CLAMC.. j 7EN ? 1 20^: two~6 / k\ 1 i eewn.ai"or.a,° L fo .n.«,m.v~ _ P(avn 'c_ E p\rt°\ d' TES' cams 20 G4 ~j /LOPE R£51dEN13' wait 7}. 6,Fr~j~ _ BVMIKMT f 1NOrCL/ 1 NUN KC`.VKIJ Occupancyaype 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground' - Reinforcing or Monolithic Weatherproof/.French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathing Lath / Wall. tie Mid-Roof Electrical Service Rough Electric V Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw UU NUT YOUR YLOOR UNTIL ABOVE HAS UEEN SIGNED ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING FINALS Electrical Plumbing - Mechanical Roof l 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 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 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE ❑ No one available for inspection: Time :1 A"1 N Re-Inspection required: Yes '~fVoj When corrections have been made, call for re-inspection at 303-234-5933 . c Inspector: Date: LL 1_1 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Azp-!`L'C'r Job Address: `l (Y?t? 7-ti . c o, 74 Permit Number: 00 tr/'ln ❑ No one available for inspection: Time 21_r AM/f Re-Inspection required: Yes "When corrections have been made, calf for re-Inspection at 303- 45933 Date: in-: F Inspector. n , LUI DO NOT REMOVE THIS NOTICE ♦ 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE I ti T 's J r. r U nspec on ype: e % Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-2345933 Date: si~0 Inspector: `ADO NOT REMOVE THIS NOTICE 751 ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 011, fQrzgC Job Address: Y9-7C,t~> 7-,--Poo s7- Permit Number: eo3 r ?d 5-a ❑ No one available for inspection: Time AM/PM Re Inspection required: e No When corrections have been made, call for re-inspection at 303-234-5933 Date: 7 Inspector: DO NOT REMOVE THIS NOTICE "4' City of Wheat Ridge 3 Commercial Roofing PERMIT - 092255 r r, PERMIT NO: 092255'- '.ISSUED: 09/11/2009 JOB ADDRESS: 480 0 TABOR ST EXPIRES: 03./10/2010 DESCRIPTION: T/o : Install 660 sqs of 40 yrarcht shingles. ***''CONTACTS owner 303./421-4161 Mtn Vista Health Ctr u. gc 303/257-6621 Tim Scheel 09-0161 Modern Homes Exteriors LLC Y: A' ra PARCEL INFO x ? ZONE CODE: UA -USE: UA SUBDIVISION:- 0082 ,BLOCK/LOT#: 0/' er, FEE SUMMARY ESTIMATED PROJECT VALUATION: 165,000.00: FEES Permit Fee 1,765.15 ~i`• __s.,-. x, Total Valuation .00 , Use Tax 2,970.00 PTT"YE-T TOTAL 4,735.15 'Conditions: 6 nail installation & mid roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield 'required from eave edge to 2' inside exterior walls. Subject to field inspection. r R, I hereby certify: that the setback distances proposed by this permit application are accurate, and do not violate applicable aa; 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 applica a wheat Ridge nances, for work under this permit. Plans subject to field inspection. ' Signature of co actor/owner ate e 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning. Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city- 2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official 3. If this permit expires, a new permit may be acquired for ,a fee of one-half the amount normally required provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded nne fl) vear 4f rfianncc 'Fa„c i,-1 ,v I- "I I" c..,... an approval of, an violation of the provisions of the building codes or any other ordinance, law, rule ror regulation. All plan rev" ject to field inspections. signature o Chi., Building Official date ENSPSC 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.`: SEP-10-2009 23:12 From: o~NHe T p City of Wheat Ridge Building Division m 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 o Inspection Line; 303-234-5933 O<ORP~ To:3032378929 Paee:2~17 ll ,I Date: Plan Permit Building Permit Application Property AddeesS: /800 T r~t- Property Owner (please print): .4j.., lei. Yl.r /~Fa If4 C4.,A /T PY Mailing Address: (if different than property address) Address City, State, zip: 0. I 6 I Z. Z. E Contractors MA alFn 12) C Contractor License Q gQ ( J Phone: '30-3- 9- 7 - alit J i. i Suli<G6ntthctors; Electrical City License Plumbing City License Mechanical City is nse M Company: Company Company: Exp. Date: Exp- Pate: Exp. Date: Approval: Approval: Approval: Use of space (description): Pt= r roo ( t I oyer 4prre 6/ Construction Value: $ 165-1 QU b0 Description of work: q0 Y / nCµ-r (as calculated per the Building Valuation 0at Q she e() Plain Review (due at time of submittal): $ Sq. Ft,/L.Ft added: Squares _qkV BTU's - Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify -that the setback distances proposed by this permit application are accurate, and do not violate appli ble 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 (12-C) and all other applicable Wheat Ridge Ordi anC s, for work under this permit. Plans subject to field inspection. I CIRLCE ONE:: (OWNER) (CONTRACTOR) or. PERSONAL REPRES VE of(O NENE )RATOR) ',L 4 _ PRINTNAME: IZa✓t~ J~ /nc 51GNATURE: r Date: O: vn Revie~ e EIRE".CJEPARTt~(l=1VT ' D~pAf3TNtENT U: . s'fy. . IENT.S: lT C6fiAtvj~NTS r::`I _ ,y <1 D approve w comfliall ❑ disapgrovad:. , no:r - .R , ~swt 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 The City of Wheat Ridge 31 July 2007 American Baptist Homes of the Midwest First American Title Company c/o Jennifer Newell Gray, Plant, Mooty, Mooty & Bennett 500 IDS Center 80 South Eighth Street Minneapolis, Minnesota 55402-3796 RE: 4800 Tabor Street In response to the request filed on 31 July 2007 regarding the property located at 4800 Tabor Street ("subject parcel I offer the following information: The subject parcel is located on the southeast corner of Tabor Street and West 491h Avenue, and is currently zoned planned Commercial Development (PCD). In accordance with Section 26-301 of the Wheat Ridge Code of Laws, a property-specific development plan has been approved by the City of Wheat Ridge and recarded with the Jefferson County Clerk and Recorder, under the name "Mountain Vista Retirement Community The role of this development plan is to set allowed uses and create development standards for the property. The subject parcel is currently operating as a residential retirement facility, an allowed use listed on the development plan. The development plan was recorded in March 1988 and constructed shortly thereafter. Because zoning codes and building codes change so frequently, it is impossible to know if the subject parcel meets all of today's development standards and building codes. It should be noted that tbe subject parcel is not the subject of any active code enforcement cases. Please feel free to contact me witb any further questions. I can be reached at 303.235.2849 or tcrane(u~ ci.wheatridge. co.us. Sineerely, D-1 ~ Travis R. Crane PlannerII GPM (612) 632-4444 7/31/2007 8:28:10 AM PAGE 1/002 Fax Server ~ SOOIDS CENLBR SU[[E 600 80 SOLTfHEIGAiHSiR2E"f IOIOWESCSi.GFRMAINSTREE]' MINNEneo[[s, Mx 554023796 Sr. CYOtm, MN 56301 ~ 612632-3000 320252-4414 FaX612632-0444 FAx:320252d482 Date: 1uesday, July 31, 2007 8:27:38 AM Please deliver to: Ad3m Tietz / City of Wheat Ridg¢ Fax Nuntber: 1$03-235-2857 Receiver's Direct Dial: Fitm Location: Sender: 'Vewell, Jgtnifer L. Sender's Direct Dial: 33036 Sender's D'uect Fax: 612-632-4036 Namber of pages including cover. 02 IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CONTACT THE SENDER AT THE DIRECT DIAL NUIVIBER LISTED ABOVE. COMMENTS: Dear Adam, First I'd like to thank you foi your very prompt response getting me a zoning leuer for 4700 Tabor St. last week. It was much appreciated. Now I'd like to request another zoning letter for 4800 Tabor St. I hate to rnsh you, but the closing is talay, so the sooner you can fax it to me the betted I have enclosed a form for your convenience. Tltanks so very much for your assistance!!! Best iegards, Jennifer Newell 612-632-3036 - phone 612-632-4036 - fax jennifer.newell@gpmlaw.com Jnjorma6on contained in this facsimile message may contain attorney privileged and confidentiaZ informatdon intended for the use oJthe individual ar enfity named a6ove. IJthe reader ojthis message u not tke intended recipient, or the employez oragent respansible to deliver it to tke intended recipient, you are kereby notified tkat any dissemination, distrdbution or copying ojthis commundca6on is stricdy prohibLfed. If yau h¢ve received tkis fax in error, ple¢se immediately nokjv us by telepkone, and return tke original message to us at tke above address vra the U.S. postal se~vice. GRAY, PLANi, MOO"fY, MOOiY & HENNEr]', P. A. AIrOkNEYS AI' LAW www.gpmlaw.com GPM (612) 632-4444 7/31/2007 8:28:10 AM PAGE 2/002 Fax Server (ZONING LETTER-CITY OF WHEAT RIDGE, COLORADO) ,2007 TO: American Baptist Homes of the Midwest and First American Title Company Re: 4800 Tabor Street TO WHOM IT MAY CONCERN: This letter will confirm that the above-described property ("Property") is ]ocated within the corporate limits of the City of Wheat Ridge, Colorado. The Property is cunently zoned . Copies of the applicable sections of the City's zoning ordinance are attached. Under the City's roning ordinance, the uses of the Property as an eiderly caze facility is a permitted use of the Property without the requirement that any vaziance or conditional or special use permit be obtained. We are unawaze of (i) the existence of any violafions or alleged violations of any zoning, subdivision, building or similar ordinances or regulations applicable to the Property, or (ii) any enforcement proceedings against the Property that aze pending or contemplated by the city of Wheat Ridge. Very truly yours, City of Wheat Ridge, Colorado By: Its: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. oe w"Eqr gUILDING INSPECTION LINE - 303-234-5933 Date: ~oCITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE PLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) MrNOR APPLICATION Properiy Owner. .,/U✓I i 'V Pcoperry Address: T~ *~~o ~~O~ `ST Conh~actor License No.: ✓,Z7 7 72 1~ Company: Xr OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone:13o3>~Z~ -Z-1L 16 / Phone&03) 7~j f -6, Y6d Buildinq Dept. Valuation Figure: S~' I hereby certify lha[ the set6ack distances pmposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or reshiclions of record; Natall measuremenLs shown, and aAegations 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 applicable compliance nancesefor weorkulnder Bhis d' ermodPi I B sutiet l t other Pnspection.eat Ridge Ord - DATE~ (OWNER)(CONTPACTOR).SIGNED - (OWNER)(GONTRACTOR):PRINTEO DATE Use of S ace (description): ~0 S''~r Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax: TOt81: $ P Description of work: 1Y ~ Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: MME: - ' ' F'Zonioi: pproCOMMENTS: Approval: W ORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: I I Approval: lOccupancy7 Walis Roof Stories Residential Units: Electrical License No: Plumbin9 License No: Mechanical License No: Company: Company: Company: Expiration Oate: ExPiration Date: Expiration Date: A~proval ApprovaP qpprovaL (t) This permilwasissued in accordance with the provisions selforth in yourapplication and is subjectto the laws ofthe State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Cobrado or any olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a(ee of one-half the amounl normally required, provided no changes xceeded have been or will 6e made in the original plans and specifcatioos and any saspensi fulibees shall be paid fo ra new permit (1)yeac Ifchangeshavebeenorifsuspensionorabandonmentexceedsone(i) year, . (4) No work of any manner shall be done lhal will change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the 8uilding Inspeclor 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 approvai of drawings and specifications shall not be construed to 6e a permit for, nor an approval of, any violation of the provisions of the buiiding codes or any other ordinance, law, rWe or regulation. All plan review is subject to field inspections. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15351 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/15/03 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: MOUNTAIN VISTA HEALTH CENTER Property Address : 4800 TABOR ST Phone : 421-4161 Contractor License No. : 19678 Company : Signs West Denver, L.L.C Phone : 288-1028 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,202.00 I hereby certify tha[ the setback distances proposed by this permit applicalion are accurate, and Permit Fee : $30.00 do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or $~.00 covenants, easements or restrictions of record; that all measurements shown, and allegalions Plan Review Fee : made are accurate; that I have read and agree to abide by all condition printed on this Use Tax $26.42 application, and that I assume full reWONLY./F eat Ridge Building Code (U.B.C.) and all other applicab nder this pe mit. Total : $56.42 (OWNER)(CONTRAC TOR)SIGNED DATEV Use: Description FACE CHN & J/F MONUMENT SIGN n j zaning Gomments: BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval : MA 4115103 Zoning : PCD Building Comments; 4/15103 Approval: BG Public Works Comments; Approval : Occupancy : W alls : Roof : Electrical License No : Company : Expiration Date : Approval : please Note: isresponsible for IoaSi=^_ pTQPerry OVmer I an~tor lines end tonsWCting imi ro~ c ner.!s ~ t gpproved plan and r.quir '►'he City is not cesp nai ~ ~ submitted N\ thm -IT errors reswL• o ;r07 ~ Stories : Residential Units : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions sel farth in yopur application and is subject to the laws of the State of Colorado antl to the Zaning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (y) 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 tlays. (3) If this permit ex0ires, a new permit may be acquired for a fee of one-half the amount normalry required, pmvided no changes have been or will be ma e in e original plans and specificalions and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done fhet will change the naWral flow of waler causing a drainage problem. (5) Contrector shall notify the Building Inspector iwenty-four (24) hours In advance for all inspeclions and shall receive wriHen approval on inspection card before proceedun successrv phases of the job. (6) The i~ flS~~phe approval of drawings and specifications shall not be constmed m be a Permit for, nor an apProval of, any violation of the provisio of e b Rdi o 0 other ordinance, law, rule orre9ulation. N O Chief Building Inspector oF WHEqr DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pecmit Number: , c BUII.DING INSPECTION LINE - 303-234-5933 Date: ~ m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-285~ caCORP00 ,y /~p 4~PP,y ~41idON PropertyOwner: Property Address: "ffpt7 Phone J-a3 Contractor License No.: / 9/r ~J7 Company: 5'1Gy(!S Phone: OWtYER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemut application are acciuate, md do not violate applicable ordinancu, niles or regulations of the CiTy of V✓heat Ric.ge or covenants, easements orrestrictions ofrecord; that ail measurements shown, and allegatlons made aze accumte; [hat I have read md agree W abide by all condi5ons printed oxi this application md that I assume full responsibility for compliance with the Wheat Itidge Building Code (U.B.C) md all o[htt applicable Wheat Ridge Ordinances, for work imder Ihis pertni[. - ,o Construction Value:g Permit Fee:g Plan Review Fee:$ Use Taac:g Total:g DESCRIPTION: " BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENT3: Approval: Zoning: B C ' Apr~ UILDING OMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Staries: ResidentialUnits: Elechical License No: Plutnbing License No: Mechanical Licen: e No: Company: Company: Company: Expiration Date: Expirarion Date: Expira6on Date: Approval: Approval: Approval: (1) This perznit was issued in accordance with Ne provisions set forth in your appGcatlou md is subject w the laws of the State of Colorado and w the Zoning Regulafioas md Building Codes of Wheat Ridgy Colorado or avy other applicabk ordinances of the Ciry. (2) This pmnit shall up've if(A) the work authorized is no[ rommenced withiv sizty(60) days 6om issue date or (B) thcbuilding authoried is suspertded or abandoned for a period of 120 days. (3) If this pexmit cepires, a new pertnit may be acqu'ved for a fee of ono-half the amoun t nonnally required, provided no changes have teen or will be made in tLe original plans md speci6caROas and any suspension or ebandonment has nnt exceeded one (1) year. If changes have beea oc if suspension or abandonment exceeds one (t) year, fW] fees shall be paid for a new permic ~ (4) No work of any manver shall be done t6at will chang< the naNral flow of water cau:ing a drainage pmhlem. (5) Contractor shall notlfy the Hwlding Inspec[or hvevry-fow (24) hours in advance for all inspecrions md shall receive written approvel ou inspection card before proceedwg with successiw phasu of thejob. (6) 'Lhe issuance of a pecmit or the approval of drawings md sp<cifica¢ovs shall not be construed to be a permit For, nor an approval of, any violaean of the provisions of the building codu or any oNtt mdinancq law, nile or mgulaROn. Chief Buildig spector D ~ ~ ~ m ~ o V nb ~ N jaih C) c ~ " ~[U2 ~ ? W ~ ~ fD A NT Nm A o O~o ~ 0~0 ~ o . ~ N~ ~ ~ w 00 ~ ~ m r z Z N r 7~6 0 ~ ~ ~ Z (J) 3 W m (f~ C 70 _ ° m m v D ~ q) = m ~ ° r O N g A oap~X ~ - cn m~ i z z Z ~ m T Z r ~ m zG~~ mr~i ~ m ~ ~ r ~ m 2 A m 0 ~ ~ ~ ~ • z Z O m K _ • ~ _ ~ { = a m ~ > ~ rt1 D V n'~ ~ ~JU o ~ 1 (j m m D m ~ Aj p v v r N f n a Z o o O D N N pZ Z Z 70 • ~p ~ ~ ~ Jp ~ Ifi [P -NI C I=* 1 Z ~ D ~ ~ A> N A Z m ~ z D7p m ~ m ~ ~ ~ • ~ ~ ~ S 2 O O D ~ r ~ N T T m Z a N4~M~ ~ Z zNmc\ m N m -i ~ ~ 16 z ~ w ~ 2. ~ O O O 0 m ~ g o ~ W 00 rn o ~ p3 ~ - 3 < a W < 97 m ~ z ~ o~ w z ~ IV 0 ~ { m o m m m N D m ~ m >aFc~i~g ~CAaZ g~m >c) ~ O D N N N O Z Z N N~o= m a cnM yzZ DA7p m > o> ==o°> U3 ~ p (A N m T ~ z N cml ~ ~ N O o Z ~ n ~ m ~ n m ~ N ~ z m m ti O N ~ N ~ N~ 3 N d O N C A ~ Z rm~ a z Ma RD IA a rn ra m 3 a Z ' im O a 3 3 C - 3 P! ~ r ip C fP Z {Q 1 71 m -i r 7p D D n r m m r" m :1E z ~ G = {a; r < ~ rn ~ _ r ~ Z m m O X ~ I ~ ~ ~ ~ a a~ ~ ~ ~ a ~ M ~ a , M C ~ C ~ , ♦ I~ M ~ Zi ~ ~ \1 1 ~ ~ ~ ~ ~ 9' - ~ /l q5 vs" 0 ~ DEIYARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13528 BUILDING INSPECTION LINE - 303-234-5933 Date : 3/6/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 4800 Tabor St Phone : 303-421-4161 Contractor License No. : 18236 Company : Applewood Plumbing & Heating Phone : 433 9983 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 accurete; that I have read and agree to abide by all conditions printed on this application, and fhat I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wat eRidIy.S,e~.o~rdin~a~nces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED Y /.~L! cSi/w DATE_~Z- Description : Replace 1.2 million BTU water boiler Construction Value : $16,654.00 Permit Fee $279 25 Plan Review Fee : $0.00 Use Tax : $249.81 Total: $529.06 Use: Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject lo the laws of the State o( Coloratlo and to ihe Zoning Regulations and Building Code of Vvheat Ridge, Coloredo or any other appticable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days From issue date or (B) the buildin9 authorized is suspended or abandoned tor a period of 120 days. (3) If this pertnit expires, a new permit may be acquired tor a fee of one-half the amount nortnalry required, providetl no changes have been or will be matle in the original plans antl specifcations and any suspension or abandonment has not exceetled one (1) yeac If changes are made or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be done ihat will change the natural Flow of water causing a tlrainage problem. (5) ConVac[or shall notify ihe Building Inspector Iwenty-four (24) hours in advance for all inspections and shall receive wriHen approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permil or the approval of tlrawings antl specifcations shall not be construed ro be a permit for, nor an approval of, any vioiation of the provisions of the builtling codes or any other ordinance, law, mle or re9ulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMEN'T Building Permit Number: of WHEAr,p BiJII.DING INSYECTION I:INE - 303-234-5933 Date: U g, CITY OF WI3EAT RIDGE 7500 WEST 29TFI AVENL7E WHEAT RIDGE, CO 80215 - (,3y03-23~5-p2p85V5,~) pA 7~~ ~~CORPO~ fiPP~l~e.?dTi~J4Y Property Owner: XD UrJTft-r-✓ 1~r~-7W if/L'/-~ Property Address: YBDD ~ Phone : ',r~93 - yZl- l14 ~ Contactor License No.: i$2-3 ( , Company: ~.~L~cuJpO~~li/m/3~~67~F~`J>'~~/v Phone: 303 ys~`.s'`'i£ge OWNER/COIVTRACl'OR SIGNATURE OF UNDERSTANDn`1G AND AGREEMENT I heroby certify that the setback distances proposed by this permit applicatio¢ aze accurate, md do aot violate applicable ordinances, rules or rogu(atioas ofihe City of Wheat Ridge vr covenanu, easements or reshictions of rewrd; that all measummeats shown, md allegations made are accucate; that I have read md agree to abide by all conditions printed on tbis application md that I assume fiill msponsibWty for compliana with the WUeat Ridge Building Code (U.B.C) a¢d other applicable Wheat Ridge Ordinaaces, for work undcr ' crmit. (OWNER)(CAMRACTOR):SIGNED 1 DATE ~ G O/ Construction Value: 16, 65** SJ Permit Fee: Plan Review Fee: Use Tax: Tota1: , Description: -,1« ~~~u BTJII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINO COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: V✓alls: Roof: Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: APProval: (1) lfiis pemit was issu<d in u<ordance with tlte pmvisions set £oith i¢ your application and is su6ject m the laws of the State of Cotorndo md ro the Zoning Regulations md Building Codes of Vlheat Ridgq Colorado or any other apPlic%ble ordinsnces of Ne City. (2) 1Lis permi[ shall exPue if (A) the work authorized is not eommecced wiUin sixry (60) days from iuue date ot (B) tho 6uilding authoriz.d is saspended or abandoned for a period of 120 days. (3) Ifthis peimit expuu, a new pemit may be acquired for a fee of one-half Ute amovntnoimallYreqidred, pxovid<d no changes have baen w will be made in the original plaas andspecificafiovs md any suspmsion or abandonmeuthaz aotezeeeded one (1) year. Ifchaugu havebem or ifsuspeusion or abandonmeni exeeeds one (1) yeat. Cu11 fees shall he paid for a new pamit (4) No work of any manner shall be done ffiat will change 1he naNral flow of water causiag a dcainega problem. . (5) ContracmrshallnotifytheBuildia6InsPectorlwenty-fouc(24)Uoi¢siaadvancefocall inspecROnsandshallttceivewrittenapprovaloninspecaoncazdbefoce proceeding witll successive phases of Ne job. (6) 'L'he issuance of a pennit or the approval of drnxiags and specificatiovs shall noc be wnstrued m be a peimit for, nor an appmval af, any violatlon of the provisions of the building cades or nny other ordinaucq law, nile or regulatio¢. Chief Building Inspector _ uCrHr, o mCN i vr r:.wnrv:rvu iant; uJ=vcL.Jrmerv i BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) t,iuaing r 2rmit rvumoer Date tl40U 9/9/99 Property Owner : Property Address : 4800 TABOR ST Contractor License No. : 19710 Company : Western Building Services Phone: 4214161 Phone: 429-9219 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity 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 recoM; 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. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Replace boiler BUILDING DEPARTMENT USE ONLY M~~ SIC : Sq. Ft. : ,.~,r„APProval: ~ Zoning : Approval: §1 w. ,4.0.o Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Construction Value : $23,200.00 Permit Fee : $37725 Plan Review Fee : $0.00 Use Tax : $348.00 Total: $72525 Mechanical License No : Company : Expiration Date : Approval: (1) This permif was issuetl in accordance with the provisions set forth in yopur applica[ion antl is subject to the laws o! the State of Colorado antl to the Zoning Regulalions antl Building Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the buildin9 authorized is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee oFone-half the amount normally requireQ provitletl no changes have been or will Oe matle in the original plans antl specifcaUons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be tlone thatwill change the naturel Flow of water causing a tlrainage problem. (5) Contractor shall notiry the Building Inspector tweny-four (24) hours in advance for all inspeclions antl shall receive written approval on inspeQion card before proceediing with successive phases ot the "ob. (6) The issuance o( a permit or the approval o~drawings and spgegceiIIfcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the builtling codes or any other orUinance, law, rule or (e I fon. Chief Buildi Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 - CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Date WHEAT RIDGE, CO 80215 APPLICATIo N ~ PrapertyOwner: Property Address : d4pov rq be: S ~ - Contractor License No. Company : W ~c1~v,,., !1 I_l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbaek distances proposed by this pertnit applieation are aceurete, and tlo not violate applicable ordinances, rules or regulations ot the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allagations made are accurate; that I have read and ayree to abide bY all conG@ions printatl on this application, and that I assume full responsibiliry for compliance wdh the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat idge ord~intance , for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED ixt'C^~ ~ pqTE C~ Description lo ce- Approval: Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: Phone : 3o 3 -,q 'Z I -y / (o / Phone : 3a s -YZ9 -5zi Construction Value : Permit Fee : Use Tax: Z 'T .1 zc>v..u) Total : use: BUILDING DEPARTMENT USE ONLY Roof Plumbing License No : Company : Expiration Date : Approvaf: Mechanical License No : %97/ 0 Company:LuPg(~v") &';k4"H1 SPVU.(oS Expiretion Date : Approvai: (1) R is permit was issuetl in accortlance with the pmvisions set forth in yopur appliwtlon and is subject M Ne laws of the Slate af Coloratlo anE to the Zoning egulations antl Builtling Cotle of VMeat Ridge, Coloratlo or any oNer applicable ordinances of the Ciry. (2) Th is pertnit shall expire rf(A) the work authonzeE is not commencetl within sixly (80) tlays from imue date or (B) the Euilding authonzed abantlonetl fpr a penotl ot 720 tlays. is suspenEed or (3) If this permit expires, a new pertnit may be acquiretl fpr a fee ot one-hatt the amount normally requireE, provitletl no Uanges have been ar will be meEe in Me onginal plans antl specifiw4ons antl any suapenslon or abanEOnment has not exceeCe,y one (1) yeac I/ changes am made or if suspension or abanEOnment exceeCS one (1) year, NII fees shall De paitl lor a new peimit (4) No vrork o} any manner shall ba tlone that will change the natu2l Ilow of wMer causing a drainage problem. (5) Contrapor shall no6y the Builtling Inapector Mrenry.kur (24) houB in atlvance for all inspections antl shall receive writlen appioval on inspection raM Defoie proceetliing wiVh successive phases ot Me1'ob. (6) The issuance of a permit or the approval of tlrawings antl specifications shall not 6e mnsWetl to be a pertnit lor, nor an approval o(, any violation ol the piovieions of the building CoEes or any oMer ortlinance, law, tule a reyulatlon. SIC Sq. Ft. : Stories : Residential Units : Chief Buiiding Inspector Certificate of Completion AND/OR Compliance C1TY OF WHFAT RIDGI: 7500 W. 291'11 AVENUG WHFATRID(jF,COLORADO 8003)4 ll IIS CER~l~IF1CATL VERIPIGS TIIA'C Tlll' PROPERTY lll'SCRII3LD I31-;LOW. DOI;S COMPLY WI"I'H 'THL WIi1:AT R1DGL BUl1.DING CODti, Z,ONING AND OTHLR RL:LATGD LAND USG ANll D[;VGLOPMF.NTLAWS OF"1-111: CI'TY OF WI IFATR1DGH FOR THG FOI.LOWING Pl1RPOSG: Remodel & renovate basement level plan addition ADA Bathroom - . - 97-5969 Babtist Home Assn. 4800 Tabor Street c)WNI:R of the Rocky Mtns. _ADUR6SS__ - Cl)NIRACTOR Skarphol Construct~ouP, Inc___ _ PROPFRTY ADDRESS 4800 Tabor Street -g4 CHIBP BUILDING OFFICIAI. ' DATF `~_R' _ "I.ONING ADMINISTRATOI _-t-`--/--O-~ vr•tr~rs Bi1iLC~N ` Pit Prop Coatr8ctol lt3 ANDDEVELOPMENT BuOding Permrt Number: 5aoa T 4F P~l~ , kMpgGliCo11'i ~SION - 288-28'S pat~ : 1 tN2f9997 t~l'~'` C►~ ~T RI~'K3E ►~i W~' 20Yt1.AVENUE 100" T, 00215 i ~ . ly AtJdress : 46Q0 7ABOR ST Phone : 470-3325 [cense No: : 19iBS4 Contpae~y. ; 3karpho} Conatructfon f3rouP, AtKme :.894 9882 ,.r~.~+*n~*+~n~s~ r~ ~ 51GNATURE C1~" WNCI~RSTANpINO AND AE~i2E~NT ~ngt~nYiNUB : ~A ,5~30.00 Cc dhuQaa ~opEr~ed;bY~h-6`"~^"~rpv~n'~u+E oy n~ jr r~ u~s cNy a~ekido ar' Ms arslNn.i~i+ 1~ef~itFeB: $9i45.00, o , ~qiC~p plil~+tekl~C;~ l~uramante sROwm; a~tqs artepa"bns o PI~+ Re~v Fee : So. Date: .3 - 30 ~ -07 ~ A Certificate of Occupancy or Completion has been requested for: ADDRESS: d knC-) ~L_ hn r Purpose of Structure: -4- . - x ~~SCXY12Yl'~ 1~2f~0UC.-h0Y'~ CZ/6" Building Department Approval: Remarks: Zoning Approval: Remazks: Public Works Approval: Remazks INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ~7 JOBADDRESS ~SC)C) ' 4 ts0 e PE BUILDING PERMIT N0. ~ 1r~ ' ST ~ q DATE ISSUED I v'a' `i L ~ OCCUPANCY OWNER Q T ~S T Yvi Q~ CONTRACTOR 5 KA 12 "'0 L C0 ni S T. v~ O tJ t~ ~ K) G. i SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR Caissons or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED oncrete lab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR ~-OOR UNTIL ABOVE HAS BEEN SIGNED ~ Rough Electrical 4-, ~ C- ez. ~ - 8 Rough Plumbing ~ g, Air Test Gas Piping J/I e'' J,j.CIC Rough Heating 8 Ventilation 1412,.e &Y% (above must be signed prior to /raming inspection) Framing 0 1( Insulation Drywallnailing L7 7 /7r~s Roofing Refrigeration Electrical underground Fonal Electricai Plumbin Heatin & Ventilation Frame R.O.W. & Drainage ~ Fire Department Parking & Landscaping o alo~ a OCCUPANCY NOT PERMITTED UNTIL CERYTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 0 ~ ~ ~ d ~ ~ 3 7 O 0 c o; ~ N (D ~=r o =r.~ z %~o ~g o ~ m ~D a m :3 ° d O m ~ d~ 2 0=r rn ~ a ~ S ~ O o o m < ~ o a 5 d rr 1° O 7 o N U C - ~ ~ d ~ ~ m o ~ 0 y 3 c C w aw i p~ a A Q " ~J m O o ; . ~ a (N- ~ :r o , ry ~ = y o U) y r- C). o . ~ r Z d ~ a °0 ' O O y N tD ~A m fD 3 m f ~ N N lC 0) O 3 < O. ~ 0 -n o C v c 2 w N D 'T ~ N v m W C ~ - Z r2 l m ~ ~ m ~ 0 ~ n ~ 0 Z O m 0 < m ~ x ~ a ~ G ~ A ~ 7 ~ C1 ~m ~ ~ ~ =r ~ ~ d, ~ M (D ~ ~ c, ~ 3 0 aC) ~ ; o O ~ N O ~m .n.., O 7 ~ IO . ~ 0 .di O 7 N ` o ~ < 3 Q IQ 0 0 p N 3 C w a? m e fD a ^ "a m ~c ~ O 0 ow Q to A a ~ ~ o g ~ * ~w s y O 0 ~ O1 ~a ~ O S O N y (D ~A■ fD_ 3 d N ~ N IC 01 O 7 < O. ~ O O ~w =w m aN ~ N v m C v - z r ~ v ~ ~ ~ ~ Property Owner : Property Address : 4800 Tabor Street Phone : 421-4161 Contractor License No. : 18567 Company : Sturgeon Electric Co. Phone : 2868000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEkT Construction Value : $6,000.00 tfVet (OWNER)(CONTRACTOR) DesCription : Add fire alarm system initiating to tenant finish Permit Fee : $93.00 Plan Review Fee : $0.00 Use: Use Tax: $90.00 Total: $183.00 Approval : Zoning : Approval : Approval : SIC : Sq. Ft. : ( Occupancy : Walis : Roof : Stories : Residential Units : ( Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (t) Thb peimR Wes Meuetl in eoow0ence with the pmvislons eat toM In Yq~+~ appiketion and ia wWeU b ihe laws of Me State d Cob~ado and to 1haZoninp Repulntlone aMBu1p~rp Cotle d Wheat Wtlge, Cobredo or arry otl~er applkable ortlinances MNie Cily. (2) This pertMl sMH axpim R(p~ the woAc authortzod ia not commanceC wNhin elxly (80) daya from lenue tlate or (8) the OWWhp euMaizeA b suepended w abaMO~roA fOr a p9riotl M120 (3) It Mb pemifl dcpkee, e new may be uasCpqaWnrad for a fee of inehalf the amounl namaly reqWretl,provk1etl ra diarqee have Eeen or wGl De maCe In the ~ aie (1 Yaar. lufl R~ eM De°mPe~1 for a newap eamba~~ onmant hm rwt eXCeeded one (1) Year. N chenpea ere rtuAe or H auepenabn a abendonmeM (4) No work ot ury rtrnr~ WH ba dona tlret wiq eha~qe Me nahxalllax ~ watar caudng a dreinapa pfoWem. (5) ContraGCr theA notly the BuN~rq In/pac0or tvwnN'bur (24) houn in advanco lor all Inspectbns arM slrep ~ written epproval on Inspactbn cattl bofore _ (e) IasuY~ca af s partnit M epprovdArawinpt and apsdflcatlona shall rqt bB conatruad 0o be a partnN for, nor an epprtwal of, wy vblatlon of tlre proNebns nof tha bullElnp~cotles or otlror adinena, tow, mle w iepula lon. Jn lg'r.}'.u -77hief Building Inspector permR application are accurate, a ot the Crty of Wheat Ridge or suremeMs shown, end allegations iu conaiUOns rf on mis i~ fq:~ ~rRhMge Building permit. BUILDING DEPARTMENT USE ONLY THfS PERMR VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ -';~e 1 311 TNN-1 1-dyN, ( 1 ~_1 f f'i ift 3TI iF~iFOh! FI TF~ DEPARTMEtJ'fi' QF pL,qNHING ANL1 DEt1ELOPP,7f: JT 8tliL.ElING INSPECTIOIV piY1SIDtJ - 235.2855 7 0~ WESTW 9TH AVENUE WHEAT 1'21DCaE, GO 80Z15 BuifdinA PPrrrtit NLmbaf : nate: PrCperry Owner ~roCerll fWe~ss • CoMl9ctdr L:ceng~ No : t G~ (o~ Company : ~•r.rz.Gc-aJ r~c^72~ G cc„-, 04V14EWCQK7R4CT0R StGkATURS pa VND6R8TAND:.44G qMp AGRi- WS,, r i hefeby cer~Iy y~yf the afthic? G~ltandx ,yropcyaC by q.. K pqrmrt yPPllwtion aro a'tx, M/1 tlC nDl vairN appqea6te ert~;nanCes. n~hs cr raqJ4GOM oflhr ao+snuw, awmams a~autocrte ot rocav; rnot !u arbhewry'ine yf aa a~ muM ua O~t1'tMi i htw raM i.'1Q a W a}iCe ay 4 mpaII CuaOf1ndi{!9f1t pfr.M~d on 4~olieru aPP~Ywn. ntd U1N 1 btur+u IUM roaPVralli Mr umpx~ Ca+e SU. B.C.) tnd ap olMt aooliralNS V11~ep~~{a wRhlAa VV~rou Rie,~t g~;y,UN K+ Cei, for wpp y~r this { fMnit. 7 I~N~ER~(CONTitACTOFY SIGYED~ - oArS . Phenb I`7:A (-~YJ6 / Phone ~~6 1?2~i 3i? ( PerrnR Pcee ; ~ I ~j ~ Use 7ax : 9000 T~~ai ~ ~ a ` Sb.Oq , Us. e : ~iounn I . . . - r A g i' h !'CM /3':a,?r}?.ytk~ Tv i~`Zir~✓(- ~ L 8lJiLCING DEPA- ,ISE OnLY v~wm - occuPency : +NaNs Seetncal Licqnse Pio : ComW^Y. siwi2/yah E~rG, ExP ration Date : a~ArovBf : R.ont : :tones P7umbing Lioense No ; :;ornp3rly ; Expiratbn DaEe Approval ; SIG : S9. Ft. : ~M I 1 Rcs-dan'tiai unit~ f Mechanical t,icensc Fk,: Campary RKPI-aue'tn oate Appfqv3l : 1t"e wnal ys Wuik inp~ ~~W~tlwir~nE6v~~anp~~e"ti'.'"woI R'Wp 3oaa'oN+invowr+e7~+aon.> >~e~ucieC ~a f~> 1T~aNm+eMao~nO►rrtNtvewrontayvp~p~• 7qMri Ua'a'Nly Pro5z NC •laNtlaMb Sr * P~+1W N 190 4,. A'wt'4mtMraeG wNu~~rwele a'd'na aef a' w C W ~rWC ua a M Zcr~r f3! n weea+.at ~+OFae. knew p+rma nvr Or reed ~I ~`C) Ob: 90m iNw Oil~ a Nl A W W1nG W Me~za7 q a uipa~ayd u, ~ !Ej ~VwPMOtM(Y 1MMar~i11 MOOMpVlWif~ n~eiQ'+y~A00hf0"'M"~lit~^Cpdi6a<ni{t~'i~qpiWmi~W~tiutortivsww~nrn< ~A'W~ MM ~HY M&n~dnq ~ r~ya~ny~~ iTit'ai nah, miMrw. ~Oy,yi *A^+a r~nwwn4" A IMOUFippy~~~ ~ ~~N ~n01PK+~k~k~r MM na m~ " ++mTmn tae ee My eqrnNa,, Q. br I ra D+W~ Mh ne~y~/Llbn. q0l0 p i 9MRM fOf. rOram 1'XYtrri: N. ~nf ~+t9noi @i~ pro• umwf Chief Building tnepector 7HI5 P'mR VALI6 pNLY WHEN SIGNEC 8Y TF{g CNIi F BUILdWO ` ` CALL, 73e,gyag ~+4 ppup9 plqldf 70 IN3PfCTjpH~~~T~~ ~'Mp ~AYOR fiifHl.. F'.i1i. , 1,. , CiEi'AftTMENT QF F'i.ANM1OG AND DEVEL4PMENT Building Permit Number : 6245 BUfC,DINti lNSPEC'FICtN E111f1$tON - 235-2$55 ' CI'FY CtiF VWWC-AT RIGGE Date : 11/18/97 7600 ifi~'s$T 2MM AVEN1t1E YYHLJkT R(DC3E, CQ 80215 ' ,~..~..0..~r....~- Property Qwner : Property Addcess : 4800 TABOR ST Phcuie : 432-8270 Contractor Licenst No, : 17776 Company : Simpson Sheet Metal, 4nc. Phime : 282 0022 OWNER/CONFRACTt1R SIGNATURE OF UPIDER$TAMDtNG pND AGREEMENT COnSltttGtiDT1 V81uB : $A~Og4•oo I Irweb)' certiN thaFtl~ settfpCk diatancft Pn+P~ M+ thb pertnR applicAdon are acwrats, Pel'ml Fee : $532.00 : 6i9 r~qletibtrs ot ~he Cky ~ Wheat RMye w and do nut viol~ t~ble ord&~9no~, ru M u awa,a~s, ea~ort~atrls;tlon~ at re~ra: met as and mlepatbna Ptan RBView Fee : $0•D0 mvda 9r! acWraW, Mat 1 hAMa rNad ~d W: " riMCd on thie eapnoation, ana tim I sa#uma tuu wdge Buuatny Use Tax : $529:13 ' Code (U.B.G;) ~r~d afl oNaer ap~e.~.. n for work urdar this permit (aNNeRxCOMTRACtoR) sK3NEb! _on Ttihdl : ` $1,06113 [fescription : AIR H/tNAIER AND QUCTWORK BUILOING QEPARTMENT USf ONLY SIC : Sq. Ft. : ApArovat : Zoning : APProval : Approvst . Occupartcy : Wal1s : Roof : Stories : Residential Units : Elech'real License Nc : Plumbing License No : MechanicaI Lioanse No : Company: ` Compafly`. Companyr Expiration Date : Expira6on,Date : Expiratlon Date : APproval : APprovai : Approvai : ■ ~~r , i ■ ~ (1) nds vamtwu h wl~ ma wo~~ an ram N yoq,r appimnon ana roW~t a tne aws a tns $bae dcaorx+o ana eo mezontro Repula63mMWQ~~VYE~a~tp~CdwaEOaanYOt~art~M~oMlnsneasdq+sGly. . (p) Nq~iq~n W yA wL~lc b nd mm+rnad wl~in eixlY (60) dNa franisaud dsre a(6) 1he bWMtrq wWiwIZW b wapmded or . . ebM7dOMtltarip4~i0dOf1R6 (s) ntlasPernete~.aMw moYwaaqWedforapeofmshaHCiemwuMr~m~elN~eaW~i P~~~nod~qssharaesanawlBbemWainNe . Ci plytmlobnt LM w'MadY aa6a~+dortmeMfreanoteuaedatla+9(1)Yeu. ahenpnesmWsarNSWpsrotonofNNn~nt . eaoeWe ab S+) 1!~AW MYaI~ DB pci6~parmIt. . : (1 Nowak of 4hy mamerMSk W tlart M4Menps M e~ehud Ilow W wa~auai~q a W e ~ n a p e p r o D h m• . (5~ ConapGbf ~~~~r~~M~Y•ta,f (2~) ~rt M+ wwnce ror an Inea~e me enau receive wMten pprovai on ~nepaetlon card Odaa . (8) ~nce ofii pemNCathe a~rOVv ~~ewNqe md wadkgo" ahdl not be cons4uetl b be a pOrtnM (or, rot ao aPPwM ot, dN`vWla6rn dtlro pOVNbns.. pp . ~armY 'ardinan~A.Mw.wNotrapuwon. . . . . WV ief BWtding lnspeetor TH{S PERMtT VAi.ID ONtY IMM@N $IGNfD BY THE CHIEF BUIL.DING INSFEGTOR AND M+4YOR CALL: 234-6933 24 HOUR3 PRIOR 7'O INSAEGTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner: gyptist Home Association of the Rocky Alcnmtains Property Address : 4800 Tabor Street Wheatridge Phone : Contractor License No. Company: Simpson Sheet Metal, Inc. Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify tha: the setback dislances proposed by this pertnit application are accurate, and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are aeeurate; that 1 have read and agree to abide by all conditions printed on this application, and that 1 assume tull responsibility tor campliance with the Whea! Ridge Building Code (U.B.C.) and ali other appliwble Wheat Ridge orjIm ces, for work under this pertnit. (OWNER)(CONTRACTOR) SlmDATE n~Pw / Building Permit Number Date : 6 -2 3j 303/432-9270 Slcarohol Constnictiot 970/282-0022 Construction Value : 44,904.00 Permit Fee : -523-:99 S Plan Review Fee : .00 Use Tax : S 3$. 95'• 00 Totai : $523 . 00 /G 7U, a; .,...,.,,,r...... . , - ~ BUILDING DEPARTMENT USE ONLY ZSfitfi~T`CbT11fiTSfitS'7 SIC : Sq. Ft. : Approval : Zoning : BulfdinmC3~i i'er'St3`I Approvai : P,QbI Approval: Occupancy : Walls : Roof : Stories : Residential Units : 2,, Electrical License No : Plumbing License No : Mechanical License No : 1777E Company: Company: Company: Sirnpson Sheet P1eta1, Inc Expiration Date : Expiration Date : Expiration Date : 12-17-97 Approvai: Approval: Approval: ~ IP13i'fS~E~C€Bm ~ f~I~S!RSQQtmtl~ ~ 9e131753RSQOf~tl~ (7) TOis permit was Issued in aaortlaMe wiM the provisions set krth in yopur applintlon antl ia subI'M to the laws of the SUIe ol CabnCO aM ta the Zonin9 ReguWtiom anO BuiWinq Catle of Wheat Ritlye, Coloado w any other applicaWe orCinances of the City. (2) TTis petmit slull ezpiro if (A) the work auNOnied is nol mmmenceC wiNm sixty (60) daye (rom issue tlale M(B) the 6uiitliog a Wwnzed Is suspended or aDandoncd for a period o1120 tlaya. (3) If Uis pertnit expirce, a new permit rtuy Oe acquired lor a fce ol ono-luit Ne amounl nortnalry reduired, D~ovitlM no U+anges Iwve Deenn or will be maAe in the onginal plans and 1 peqOn6m3 anC any $uapension w aEanAOnmant Iws no' aceatlad one (1) year. It changes are maEe or if auspensbn or a0andonment ezceetla one (7) year. Nll laes shall De paid for a new permil. No work of any manner shall be tlone Nal wdl change Ne nalural Ilow al water causing a Erainage pro0lem. (5) Contractor shall noliy Ihe BuiltlInsttdor twenry-lour (24) haurs in aEvance Po~ all inspections and s~all receive written approval on inspection carC befare proceetliinq witn suxessive p~ases of Ne 1o0. (6) TTe Issuance o( a pertnit w Ne approval ol Erawings and spedffations anall rwt Ee mnstrued to Oe a pertnit fo~, nor an aDProval ol, any violalion o( Ne provis~au o/ the EuilOirp codas or any olher ordinance, law, rule or regulation. Chief Buiiding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDlNG INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ,..r~,_ , . . . DEPARTMENT OF PL;ANNIWG AND DEVELOPMENT Building Permit Number : 5969 BtltLDING INSPECT(aN DN{SION - 235-2855 ClTY,OF VYHEAT RIDGE Date : 10/2/97 75001AiEST 29TH AVENUE WFfEATRtDGE, GQ 80215 Properly Owner : Property Address : 4800 TABOR ST Phone : 470-3325 Contractor License No. : 19694 Company : Skarphol Construction Group, Ina Phone : 894 9882 fjWNER/CONTRACTOR SIGNAFURE OF UNDERSTANDING AND AGREEMENT CansWcdon Value ¢ $99.r>00.00 I.nereor certtry met ms aemadc dbca~es wovo~ cy mie psmat a~e aaura~e, Pertnit Fee : $895.00 omi do rat vblate appIIr~~ We ordinancsa, n~Ies or regufetlons of the~~ ~Wheat Ridye or covenams: easernenfs Or rastridions cf rmcord~ fhat aN meeauremaMa ahown, aod m~aaons Plan Review Fee : $561.75 ~ado are eccurato; Mat i Mve faad a~u1 toebkde b aU cond~ons pd~d on th~ te . apphcation snd tlh, 4 asst+me fuq reaWMS Uil+t foe~p ~an~ with the Wheat.Rfd9e BuiWmg . US6 TaX $1 ,194.00. code N e e) ane aN wr,er aaa~iaawe wnoa~ Ridgo ina worlc under thk pertn . ..WNER)(CONTRACTOR) TOt2I : S2,670.75 Description ~ REMODEL ~pa;upancy : Walls Electrical 1.ieense No : 'Company : Expiration Date : Approval : 0 (1) , ~ Pe~ ~ (Z) :a ~ . , (3) : Nthis psrtMle ns ~ ~ ~ ane 1 e xcee da ~ (6~ alu g u nw is ` ) o of Me dulbing BASEMENT LEVEL BUILDfNG Roof Plumbing License No : Company : Expiration Date : Approval ~ r Mechanipf License No : Company : Expiration Date : Approval : 0 eet toith In ye0ur sPWkstloh ancl iawpied m the kwa W the Stabo(CobradomM to tne zonng: ror sny oC+er appliabk ordhiaMea of the Cily. . . . munerxed wm,m ebdi (oo) aave rmm aam d.ce «(s) a» ewwme auu,orizea uwecenaea « toe at ono-heH uw emount nomalH reqWred, aovWed m chengas Ireve naen avdu oe rtetle in tlro. ~COnmeM net ~rot e~cceedad one (1) Year. N d~anBes are mxla ar R eusPerfbn «abandonment i newnl now a wamr uusino a arainaga qoclem. (24) houis In advanoe.for 811 inaP~B antl ahaN recNVe wriGan aPGmal on quPection ard bafore. BVqp11dftt16 " 110t IM C0118WBd l0 be B pBRbl fOf, IIW 811 SPProVW Of, MY VId8ft1101 CM Pfrd6iOf16 reONSWn. . fl lj ief Building inspector THIS PERMIT VALID ONLY WHEN 316NED BY THE GHI CALI: 234-5933 24 HOUR3 PRIOR USE ONIY SIC : Sq. Ft : SMries : Residendai Units : EF BUILDING INSPECTOR AND MAYOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : i34pTl57, t4 A, £ '4j54. Ul" '°"Fr Property Address : 5%o0 7sei%e Contractor License No. : Company : 5lGFRfl6o( 1~0u-Qx.~~71 4Z21r,.7" OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y lhat the setback distances proposed by lhis pertnit appliwlion are accurate, and do not violate applicable ordinances, mles or regulations of the City of Wheal Ridge or covenants, easemenls or restrictions of recorc4 that all measurements shown, and altegalions made are accurate; that I have read and agree lo abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other appliwble Wheat Ridge ordinances, t ork under this pertnit. (OWNER)(CONTRAC70R) SIGNE%"2Q~DATE Description: o.= /~SLMl~T X6oC/ Phone : 5°73 - S'2 q Phone : 303-17'91 -3325- 6i 2 - $9y- 9 aFrz Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Z"onin Cb"~e~its.l SIC : Sq. Ft. : _ Approval : Zoning : Bulitling ColnTii^ Approval : P ~til i~c1WbPICS'Co~ntiiZs~1 Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : IN LRtMitURm e.~l_ ~J Plumbing License No : Company : Expiration Date : Approval: ~ ILPi-~ss~R~qutr~~ Mechanical License No : Company: Expiration Date : Approval: s 9W Rsqut~.~am (1) This pertml was issue0 in accordance with the provisions sel lorth in yopur appliwGon an0 Is subf'ect lo the laws a( the SWte ol Cobratlo and to the Zoning Regulations and Building CoEe of Wheat Ridge, Colondo or any oUver applirable orGinances ol the Ciry. (2) This pertnll shall expire d(A) the work authonzed is nol commence0 vnlhin siaty (60) days /mm issue dale or (B) the Duilding authorizeA is suspentled or abanEoneE fOr a penod o1120 Oays. (a) 11 this pem+it ezpires, a new permrt may De acquired br a lee of one-half ttie amount normalty requireC, prod0e4 no changes have been or will be made in the original Dlans and specificalions and any suspension or abanAOnment has nol exceeded one (7) year. If Uanqes are maEe or il suspension or aEanEOnmenl exceeds one (1) year, tu0 fees shall Ee paid for a new permi4 (a) No woAC af any manner shall be Eone lhat will change the naWral Ilow o(waler [ausing a Orainage pm6lem. (5) Contractor.hail notiry the BuilGing Insor twenry-lour (24) hours in advance br all inspecl'wns and shall receive wntlen approval on inspection caM Oelore proceetliing wi ccessive pnases o t~e ob. (6) Tlie issuanpertn~or the approva o~d2wings and specifcations shall nol be consWeA to De a pertnit lor, nor an approval ol, any violaGon of the pmvisio~s o( tte Ciqy es o ny other ortli ncx w, mie or regulation. ( Chief 8}3ilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3•D ARVADA, COLORADO 80001 Talephone (303) 425-0850 - FAX (303) 422-4569 Wheatridge Building Department 9/30/97 7500 W 29th Ave. Wheatridge, Colorado 80033 RE: Remodel of Mountain Vista Nursing Home. The following are our plan review comments; 1) Table 3-C requires one-hour fire-resistive separations between laundries greater than 100 sq. ft., soiled linen rooms, plant maintenance, storage rooms 100 sq, ft. or more when storing combustible materials, and trash-collection rooms. 2) Openings in one-hour fire-resistive separations shall be protected accordingly by approved rated assemblies including door, frame, hardware, self-closer, and smoke seals. 3) Walls of corridors serving Group i Occupancies serving and occupant load of 10 or more shall be of not less than one-hour fire resistive construction and the ceilings shall be not less than that required for a one-hour fire-resistive floor or roof system. UBC 94 1209. 4) Emergency lighting is subject to field inspection, additional units may be required. UFC 94 1211.1. 5) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 94 1212.2. 6) Construction requires changes in the automatic sprinkler system. Submit (3) sets of plans for approval prior to work commencing. All work is to be performed by a licensed sprinkler system contractor. UFC 94 1001.4. 7) A separate permit will need to be obtained from the Wheat Ridge Building Department for the changes to the sprinkler system. 8) Group I Occupancies shall be provided with an approved manual and automatic fire alarm system. Smoke detectors shall be provided in accordance with the Fire and Building Codes. UFC 94 1007, UBC 94 308. 9) Remote indicating devices shall be provided on all required duct detectors, and where detection device activation is not readily visible to responding fire fighters. UFC 94 1007.3.1.1. 10) Fire alarm evacuation signals are subject to field inspection, additional units may be required. 11) A satisfactory teat of the entire system shall be made in the presence of the Fire Marshal. All system functions shall be tested. UFC 94 1007.3.4.1. 11) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 94 8506.3. 12) One hour rated fire doors shall be labeled "FIRE DOOR DO NOT OBSTRUCT" in one inch letters permanently affixed to the door. UFC 94 1112.2.3. 13) Carpeting shall be a minimum of a Class I Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 94 Appendix IV-A. 14) Wall coverings other than paint are to meet the requirements of UBC Chapter 8, documentation to be provided prior to installation. 15) Any code requirements ariaing from construction. 16) Twenty-four hours notice required for all tests and inspections. , Kent "Sparky" Shriver Deputy Fire Marshal JUN-30-1997 15!49 LRW OFCS N.L. MILLER P.C. P•02%02 i i LIW pFFiccSOF NANCY D. MILLE P.C. 1600 BROwOWAv SUITE 2312 DEN`/Ert GaLORAOO BO 02 SNEILAM. MEER. P.C. 1`E1-EPMO.NE(303)86I -4400 OGCOVNSEL NnNCV D. MILLER TcIEFnx (303) 861 -s; 33 June 27, 191~7 v3A p1C8IXILB li0 235-2857 Attn: Meredith Reckert City of Wheat Ridge Attn: Planning 7500 W 29th Avenue Wheat Ridqe, CO 80215 i gE; 4800 T OR S ET WH T R GE iCOlA O Dear Ms. Reckert: Thie firm represents vista Villi and Mountain Vista Retirement Vil Association of the Rocky Mountains Street, Wheat Riflqe, Colorado• We zonin on the property with a leqal oun ain Vista Retirement villagi Jefferson, state of colorado ("tha 7 property is properly zoned for operi living facility and a 168-bed nursir property is zoned, what the uses th property is being operated in confoi whether there are any zoninq violat at Retirement Community, Inc. age, Inc. and Saptist xome Inc. locatad at 4800 Tabor need a lntter ragarding tha description of Lots 2 and 5, Filing No• 1, County of roperty") indicating that the tion of a 41-unit' ',;,~"enr~an ~ home. P ease advise how the t are allowed and whether the iity with the uses allowed and Thank you for your cooperatipn. If you need additional information, please advise. , Very truly~yours, yAW OFFZCES OF NANCY D. MILI+ER, P'C' Nancy~ *ller ~ DipM/ lb IInc. cc: Mountain yista Health Canter, Viata Villaqe Retirament Comm ity, Inc. Attn: Floyd H. Harrison, J• Our File No. 3018.024 'I ~I TOTqL P.02 JUN-30-1997 15:49 LRW OFGS N.D. MILLER P.C. yAif 01pPIC88 OF MUCY 1600 Sroadway, Denver, Color. por assi9tSnce or conP12"10.al Telecopier numlOre TEL88AZ DATE: JUNE 30, 1997 T0: EDITH RECKERT ?tILLEA, P.C. te 2312 80202 i, call (303) 861-4404 303) 861-4133 RgApgZII7jTAL SHSST i P.01/02 TIME: ~ ; - CITY OF WHEAT RIDGS - ATTi: PLANNZNG FAX NO. 235-2857 ~ FROM: NANCY D. MILLER ~ g$: 4800 TAHOR STRE T WREAT RIDGE. COLORADO OUR FILE NO.: 3018.024 i TOTAL NIIMHER OF PAGES TRANSMITTED:rl~ (INCLUDING TFiIS COVER SHEET) ~ COMIl4ENT5/ENCLOSURES: Attached is a letter from Nancy D. Miller dated June 27, 1997. i i IF YOII DO MOT RBC&31V8 7►LL PSGESi PLSA88 CCl1'BACT THIS O~FIC8 IlslBDZATBLY (303) 6i1 ♦{Ol twe rawnrc ronCr! is Arouuxe IP Txts LiE is cxEa"a THE INFORlMiiOM COM7AINE0 IM TNIB FAC81NilE lES511CE Is VROTf TFD 91' THE A7TORMEI-CIIENt AMD/OR tNE ATTORMEY/YDRC PRWUCT PRIVILEGES. IT IS IMTEMDED OMLY FpR TXE USE OF THE INDIVIDYAI MNlO AlOVE, AMD THE /RIVfLE6ES AItE MOT WIV6D YY VIRTUF OF TXIS IMV[NG 9EE11 SENi BY FUCSiMILE. tF NE VERSON 11CTWLLY RECEIVIMG TNIS FALSINILE 00. AMY 14 MS1 11M~ E USEOISSfMIN11~TI011, DISiRI , IOM x OR E COGYIN6 OF TMIS ~ CpMUNIGI7 '1EONO 15 E TO T WNm RECIPIENT 57R[CTLY 1100R53 VIA THE U~5.s 70SiAL SERYItE~T TNAMK rq~TELEVNONE, AMO PROHIBITED. MESSA6E TO ~uOS A7 ISNE ABWE COMICATION RE7URM THE ORIG[IW. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at ~/fi~,o Z ~,r , I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: r ~ You are hereby notlfied to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG FORM WR8-Yt f~ euilaing Dept. " DEP/4RTMENT QF PLANNING AND DEVELOPMENT BWLDING tNSPEGTION DNIStON - 235-2855 GITY OF WHEAT RIDGE 750011VEST 29TH AVENUE WFtFAT RtDfiE, GO 80215 Property Owner : Properly Address : Contractor License Ido. : Company : 4800 TABOR ST 18843 ADOFSON & PETERSON INC Phone : 4214161 Phone : 363-7101 SIGNATURE OF UNDERSTANDING AND AGREEMENT ! the setbaCk ostances proposed by thla permk applicatbn are eccurate, ap N orditfances,.ru4a or regUlaBons of the Cih+ of Whest Ridga or ur~~ehk~iFOns of record; that eH messuremeMS shown, and dbgations • that I Mve road nMpreo to abideby ell condkfons~prinMd on thie it I aasume fuA reaponssbiNN .for com~ianoe. wltN the V4heat RWge Building ali other appNable YVheat Ie ord nancea, for work under this perm8. SIGNEDDATE Description : ROOF REPAIR Construction Value : $500.00 Permit Fee : $15.00 Plan Review Fce : $0.00 UseTax : $7•50 Tohai : $22.50 BUILDING DEPARTMENT USE ONLY ~Y $ '•'t'~ Zoning : Approvai : Approval: Occupancy : Walis License No : Date : ...,r App i~ ~ ~ (tJ i (2) ' (3) (4 (5~ I ...aI . =3 , Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company : Company ; Expiration Date : Expiration Date : ApProval : ApProval : a-~ 0 eMfaihlnYoPW appNeallonaMieau6kd bMelerv+softlM SLOeatCobnaEOandbtlroZOninO i or any othM~q Ieable ordinarwae af ths Cily. ~mrtienceO wlMln sbdY (60) daM lrom ieaus dete «(s) Me buildirp autlioAzed ia cuepended ar fee W orrehelf Me amami nomalb roQukod, P~~ rw Menpes Mre been w wiN be matle in Ma bantlonmeM hes not exceetled one (1) yesl. If ahanpes ere me0e ar H auepenabn a ebsndonmeM new ur (24) hau-min Wvance far ali-~nePeeibns a;d Mall receive written eDProval on I nsPeeUon caM Eefore ~na specHkstwns shan irot be consbued to be a pamrit for, nor en apyrrnrel M. anry vWation W the provbbns or repulatbn. Iding InsRector THig PERMIT VAUD ONLY WHEN SIGNED BY THE CHIEF BiJILDING IN3PECTOR CALL: 234-6833 24 WOURS PRIOR TO INSPECTION Building Permit Number : 2985 Date : 4/26/96 4-24-1996 10:38AM FROM ACGLFSON PETERSON 303 831 4637 P.1 DEPAR7'MENT OF PLANNING AND DEVELOPMEN7 Building Permk Nurnber : BlliLDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Qate :4-'M-G~ 7500 WEST 29TH AVENUE ~P WI-IEAT RIDGE, CO 80215 Property OWner _ A{F}or4a((ri VI`JTLt, If6I lXNf~C~! lYe PropertyAddress G{-?b`rai,,;;lwG~,,L,,,~r/J1 ` one:~~-?~FZ~-~~(Q1 1°l 3 IMUL f~"IGTC~ W arr~~' Contractor License No. Company:~~~~y~,`~~j~~' i~. Phone:~~j~~p~~rllOl K I OWNER/CONTRACTOR SIGNATURE OF UM1DERSTANDiNG AND qGREEMENT I hertrEy eortiry Nat the aetback distances prpposetl Ey this permil appLCation are accuroce, antl do nOt violate apDliesble oirdinanoea, rules or npula6ony of Me Cfty of Wheat RiCge or Covenants, fisfineM6 0r rc5tfidi0ns et recortl: that all moa{urementi shoWn. and a1leqations mdtle sm accuqte: that 1 havo r~ad and s roe to abide by all CoiWUionc rinted on tn15 appliption, and tnat Iasaume fuR respmsi iliry tor can^Dlunes wdn th heat Ridge Bwlding Code (U.E.C.) and all eMer applieaD~6 Wh at ftidgo ordmancea, for under tAia permit. (OWNER}(CONTRACTOR) SIGNE - l ~ ,{y(TE 41I~'- Descri ion (1(Lllf~~-~- ~1i~ri/!/7G2~ d11J~L~L~ -f'/ Approval: Zoning : ~ - Approval : Epblia:kY r Una Approval BUILDING OEPARTMENT USE Of Constrocuon Value : OU -Q1;; Permit Fee : %y pT) Use Tax '7,.;L70 Totd! : '2 2 SZ itti-i .jDiN75 Occupancy : Walis : P.oof ; Stories : Residennal Units : l EleCtrical License No : PlumDing License No : MEChanical l.iemse No : Company : Cpmpany ; Com p=ny . Expiratbn bate : Expi:ation Oate : Expiratior. Date : Approval: Approval : Approvat . j cP,lans:Re u1rOd,r: Pl"s.Rlqulnd .:I a Gp,ftn;;Ri u' This perml was iasuea in Oaertlance vntn the prpvqions sel bRn in yepur soa~.bn ana a swbjKt to me lew3 ef Me Slste cr Caloroyo and m Me ioninq Repuytiens an0 Bulitlmq Coae of KTRat 0.itlge. Cebraeo or anY "PNkabiv or0in+nns W rie Ciry (2) 7h19 Wfmi! aMlllsp{~G ~7(AI tl~! wO~k iuQ1 ooanaenw a 0nSCC li nd COMmMGlC wimpl S'Mty (60) tliyE flpm i31U! GA'C Of B) 1hf DWIQm9 iu~pObZP.1 G SuSO r,~ECtl or ~x ~ nanea ~ za wys. (1) If thie pQ~it t~ina, ~ Mw Demmt mey W acQUiqd !or a k~ oi o'w-nai! tne 'm nm~py r~p~~rea, pro•~tlstl no enangcs n.uE been or wni o~ m~tle in tlw origiMl qanc aeq aDa~5 an0 any 'uaDemion 16 WItlonneM has no~ escee0e9 ox yes~ rt chanpes m~~ or il wapen9ron er abanaonment exc~eds one ( I) year, Iu1l t<is ahail bE D,tl lar a n.w permi~, No wpna ef my menne~ S~all be Oone t~a~ wii! change ;ne as~unl Bow of wa!er cauang a ai~~nsgr prodem. (s~ Gontracmr s~all aotiy Me BuilEinplnapeetet twmry-bu~ (i~l ~OOy in atlvance Ior a~l inspxu.... ~E hall r!CliV! wbtlan appmvpl o~ mSD~•c9vn Gn1 DePo/e . proceeC~inp with SuCClSSive ph~iaS CI lhe j00. r6) ot The Iss.an~ Of i permit w f~C ipp/ova! pf tlqwinq, pntl sp~~i(Ipjpns crall not bd cOnatmeC IO DG a oermit br, np~ an aDpr~~ai et, ~ny vielaton 0 Ine p~oV~LOns UC OuAtNnq oo0lS 0~ dny ot0er o~0'~nance, iaw, m4 or re9a:Ulion Chief Building inspector For Mayor ~ THIS PERMIT VALlD ONIY WH6N SIGNED BY THE CMIEF BUILDING INSPECTOR AND MAVOR CAIL: 234•5933 24 HOURS PRIOR TO IN$aECT10N D:P/lRl°MSNt" ' 1NG AN[? DE1/ELQPMENT Buildlng Pom* tVumber : 2741 , BU1E,~t~' ~k CWk~!N - 235-2855 QW V!lfEA7 RIClGE Date : 3/12i96 7 29tH AVENJE - 'IllGE, G0 0115 Properly0wwner : Prepoty Addreas : 4800 TR80R ST Phone : 429-4181 ContractDr tiCOfiBe NG. : 17590 Ccx+f{5any : C d RooBng Co: Phone : 394-2S02 y . OWNER/GONTRACMR S1CiF1ATURE Of UNDERST/kMDING 11ND AOREE#AENT Ctft1SClUCtioct YalUB : 5+4,297.0(! i nenuY a~a~~e ~Idc~lY~s+sp~p mu w~napp1 4a aew~ts. Pertnit Fee : S72.00 AI`W d0 M*"r Ji~i~ W~flQ~ O} lMCiry M~~1MNia Fi~s cr . . cown~,.e~.~N ~ti~1C~oAd~ NY~tON m~,w~ aFw~r,l. and oYipatlani Plan RAVie'IN F9B : S41.00 mWiat+~' 1, Md faYNi~ ~M~tlhns onft a~d 1t~d 12m yy~p tts ~Ridas 901inp 4188 Tax: , wofk Yndsr M~k (r~mdt. 1 (ouvMr~)tcoH,RacresKgs~ta.,~u.l~ ~ oAaE 3lz-tl. Totad: . it..~ss Dexription : REROtSF BWLDINO QEPAR'tMENT USE ONLY Z6"; dCCUpanCy : Wak : Roof : Storie8'. Rasid6rftial Utlits ,r... Eiectrica{ i-10"W fiJb : Plumbiog LiCense Na : ~MecM~~ Ltcensa tr1~ : CumpBnY'• Company : ` GbmpahX ; Expirstion Ctete : EWHralan Date : Expiraori DaFe: ,qpprovaf; Apptovai : ApW'artaL• : !t) TMa WIIW ` ~1. wNhtlM~ilMbMbyp+ur m9kaiiaiwblMl~NOCfJlN` df`rokN~6iMfrdtltlNZa~Mq- . tlt~i~r. aalNaiha aM►nrpcrar _ ,p~~M'p~C~tlbnotaomnanO~dwlC~d~Y+trdn bwNdiMar(B)tl~tW~tlbD~MfM111Nn0~dor m ~rpp~, ~nyw~ndurwn.ao~wre~samax,eWMI*wow.n~q~0 nn wnf~fnawMt~e~~n~s No ~ drYMpnaetla~6rM,ar++mihai+otaxa~awon~(t)ywr. Rdwg~w~«t~u~MG~arM~ridaimr~l ~i ~~Yrt4M~qI1YNrroYMY e1AOavawYx •tl~~- . ~y) ~ . ~ 1wBMY'~~fh01fllh1~dV/MGlIOPN : iM1~WIf00lNlY/FNIN~p1OV~pYI1MD~~~ . . ~ a~eotM . 1lV6~~.~q~~~ eh~NnotesamMrotlaweW~ta.rarenr9P~d, +~Y~mot6rpnawhlors : . c n t ~ 'PMI1111RORMI7 StAL1D flNLY MMEN XC+NED BY TtE CH~,'F BUII:DIN6 MPECTOR ' 0A4L:' 2344435 24 FIOURB pR10R 7'O INlt1EG'Ttf?pI j: ~~ts DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. Company /759~ Building Permit Number : Date : Phone: `ta/. (p/ P h o n e : 3%~ ~ k0 a, 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 Ciry of Wheat Ridge or covenants, easemenis or restrictions of record: that all measurements shown. and allegations made are accurate; that I have reatl and agree to abiCe by all conditions printetl on this application, and that I assume full responsibility tor compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work untler this permrt. (OWNER)(CONTR4CT R) SIGNED DATE Description ~~ic A~t.e,ai BUILDING DEPARTMENT USE ONLY Approval: Zoning : wgftm~ Approval: P~h1iCEYlf~lki~_€r16ft1~9p~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No Plumbing License No. Mechanical License No . Company Expiration Date : Approval : ~ P.Ians Rgqutrad°a" 1 Company : Expiration Date : Approval: rq PIAns Required ~ Company : Expiration Date : Approval : I :P,fans Req4ired I (1) This permit was issuetl in accortlance with IhE provisions sel brth in yopur appbcatwn and is subject to the laws of the State of Coloratlo and to the Zoning Re9ulations and Builtling Cotle of Wheat Riage. Coloratlo or any other apphwble ominances ol the Ciry (2) This permn shall expire il (A) the work authorizetl is not commencetl w2hin sixry (60) tlays hom issue tlate or (8) lhe bwltling author¢etl is sus0entletl or aoandonetl for a penod of 120 tlays. (3) If ihis permit expires, a new permrt may Ce acquired for a fee of one-half the amount normalry requiretl, pwviCetl no changes have Deen or wtli Oe made m me original plans and specifcations and any suspension or abanGOnment has not exceetletl one (1) year. It thanges are matle or il suspenswn or abantlonment exceetls one (1) year, full fees shall be paitl lor a new permit. !a) No work of any manner shall be tlone that will change the naturai flow o/ water causing a tlramage proDiem. i 5) ContraCtor Shall n0ti/y the Builtling InSpecbr tWenty-/our (24) hours in atlvance /or all inspeqion5 and 5hall recerve wnVen approval on m50ecfion card before proceetliing with successrve phases of Ihe job (6) The i55uance of a pErmit or the approval ot tlrawmgs and speci/ications shall nol be conslmetl lo De a permit br, nor an approval oi. any violation of the provis'ions of ihe builtling cotles or any other ordinance, law. rule or regulation. Chief Building Inspector For Mayor Construction Value : a~J7p-p Permit Fee : Use Tax : Total : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION BAPTIST HOME ASSOCIATION OF THE ROCKY MOUNTAINS 4700 Tabor Street, Bldg. 12 • Wheaz Ridge, Colorado 80033 (303) 424•5589 March 23, 1994 Meredith Reckert City of Wheat Ridge P.O. Box 638 Wheat Ridge, Colorado 80034-0638 RE: MOUNTAIN VISTA HEALTH CENTER, INC. Request for Release of Funds from the Mountain Vista Restricted Acct #90667006 at Central Bank o£ Denver Dear Ms. Reckert: We are hereby requesting your signature on the enclosed requisition authorizing the release and transfer of the balance of funds from the above referenced account, in the amount of $11,283.58, plus interest. We calculate that this will leave a remainder balance in the amount of $-0- and this restricted account will be closed. The landscaping and site drainage improvements required by the City have been completed and approved. Upon transer of these funds to the Mountain Vista Project Fund a check in the amount of $6,416.35 will be forwarded to the City of Wheat Ridge to cover excess costs related to the Tabor Street improvements. This should clear all project obligations with the City. Respec fully, ~ d . Ha'~ r ison, Jr. President/CEO Enclosure: Final Requisition for Restricted Acct #906-670-06 Mountain Vista Health Cenceq Inc. Park Avenae Health Centeq Inc. Vista Village Retirement Community, Inc. Rocky Mountain Residences, lnc. RESTRICTED FUND # 906-670-06 CENTRAL BANK NATIONAL ASSOCIATION In accordance with Section 3.06 of the Indenture of Trust between the City of Wheat Ridge, Colorado (the "City") and Central Bank National Association, Denver, Colorado as Trustee (the "Trustee") dated June 30, 1992, and Section 4.3 of the Mortgage and Loan Agreement between the City and Mountain Vista Health Center, Inc., a Colorado non-profit corporation (the "Corporation") dated June 30, 1992, the undersigned hereby requests a disbursement be made from the Restricted Fund. In accordance with said Section 4.3, the undersigned states: 1. The requisition number is Final as of 3/24/94. 2. The name and address of the person, firm or corporation to whom payment is due is: Mountain Vista Health Center, Inc. Account # 906-670-04 (Project Fund) Central Bank National Association 3. The amount to be disbursed is $11.283.58 (Balance of Account). 4. This obligation was included in the amount requested to establish this restricted fund. 5. The nature of the obligation is to cover site drainage and Tabor Street improvements. This obligation is reasonable and necessary in connection with the Project and is a proper charge against the Fund. 6. Lien waivers have been obtained by the City of Wheat Ridge from the materialmen supplying all material and labor related to the requisition. 7. Upon payment of the amount herein requested to be paid the amount remaining in the Project Fund; together with other legally available monies of the Corporation, aze sufficient to pay the portion of the Costs of the Project remaining unpaid. MOUNTAIN VISTA HEALTH CENTER, INC. By. Autt orized RepresentaUve CITY OF WHEAT RIDGE COLORADO I /I By Authorized Representative Dated: 03/24/94 i. ` ~ X i.~ ~ ~ M~'I ~ eI r . . ~ C' F n ~ $ 0 0 ~ m u' m ~ a - i 3 n S m O a m O r O ~ Z 2 ~ ~ n C o m 70 m ~ O m m N ~ m m O ~ O m ~ 3 3 ~ OQ 3 a s m ~ n m N m ~ o ;a o 2 ~ O m w c CD F-~ a ~ m m f Py. a N• c 9 p O ~ 3 0 m J a f rEnrrt NureEn B92N4686 D ~ r m v M m D °o O m Z A oo O O H C O H cn (i H m m rt CD rt .'U W a 00 (D 0 00 O 0 w w 0 1 D 1 O n 2 z m a D O 0 9 N N m ~ ~ mm~ 3 0 ro ~ 970w3 m a a' ~ m m c ~ m m ~ pi /1 M mmm tl ~ m = m 3ns ~ m d ao$ m H o n m m » n- a ~ N m ~ ~ m°=3Q M"4 a5= E ^ \1 3'a3m m' ~ ~ m ~ O = H o ~ ^ ~ ~ ~ a ~ M w ~ n~ ~ c °m'mo~ m O 13 0 a 2 > ~°mn nm ~ ~ o a ° , 0 N m YI ~ m n a m m /1 m a° <v0 00 ~ 9 ~ 3 f n > a ~ m w p Q ~ ~ 03S a a y ~ m f o O S j N O m O F-~ ID ~ A I~ q ,y 1=i Y~ . . . i~ i~ ai 5 ~ ia >i ~ ~ . ~6 . ti~ F F ~ 0 0 0 m o' o a m J~ 3 a ~ p ~ Z ~ O 0 ~ »o m m 0~ om ~ m °m ~ p < a ~m O ~ 3 ~ ~m m ~ n m m ~ 0 + f ~ m ~ ~ c 9 a n~ om m ~ ~ 0 ~ O 0 0 m m n w F PERYrtNUMlEP B92#4686 = D ~ ~ c m r o m n y D 9 ~ O mq 4 9 pwi O a b 0 0 3~u O ~ a m m Z O y y N aam~ m ~ Z N O x m n c p m ~ m ^ 9 C o~o ~ B a» ~ m m m l 1 ~ CD p 9 m ~ m ^ o - ~H z y m ~ 8 m m m zI--~ rt • w 0' v » c Nm Fnl n vyi M 0s w m m0 3 p 31~1 d ~ o ' ` d n t o ~ ~ ~ o a - o 3 c n e - [rl y n o 3 3 0 A > ' m ~ ~ m ' = §0 o z (D i f m~ w d.s a '*1 ~ M plJ a ~-wh ` 9 1 mmc p ~ O ~ "+'1 o, ~m' m 0~= oO ~ o nnoro °s a ~ o Oo N m°m n n m-1 d m z c n~o ~C3 a ° C m ~ O n.'~ z o w o °m ~ 0 ~ my N acm m ~ ~ ~ 0QO . 0 3£$ m ~a ~ 00 ~ o ~ ~ KO ~z d ° N y ~ o 03~ a a D 3 W H ~S ~l Cn m £ ~ r+ ~ 1+ n a go 0 0 O (D rr m ~ r m O A A F-~ Iy ~m ~b lo Im la Iz IK 7500 WEST 29TH AVENUE ThE Clf Ol P.O. BOX 638 y WHEAT RIDGE. CO 80034-0638 (303) 234-5900 cWheat City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRldge March 1, 1994 Mr. Floyd H. Harrison, Jr. Baptist Home Association 4800 Tabor Street Wheat Ridge, Colorado 80034 Re: 4800 Tabor Street - Temporary Certificate of Occupancy Dear Mr. Harrison, This letter is to inform you that the temporary certificate of occupancy issued for the above referenced address will expire on March 10, 1994. As of this date, the following items have not been submitted to the City of Wheat Ridge for review and approval as requested: 1) A revised drainage study reflecting as-built conditions and how these changes affect the original drainage design. 2) Completion of a Subdivision Covenant document for those improvements on West 49th Avenue. Please be aware that the City will not consider an extension to the expiration date of the present temporary certificate of occupancy until the above listed items have been submitted. If you have any questions, please contact me at 235-2868. Sin r y,~ GreeKnudson Development Review Enqineer GWK cc: Steve Nguyen, Civil Engineer Meredith Reckert, Planner II File c, R., Pa,,., (l/c \ i ~ ; 11 ll~ \ r / ~ - , i: ~s `i ~ F ' a ~i !i- : 0 ~K } Y+~ D O 3 S o O 0 o m 3 5 ~ m w o a ~ i 3 a s „ ~ ; w a o. , o 0 ~Z o ~ m m m m o~ O _ n Q c m a 91 3 ~ d m r a oD 3 ~ ~ m m c i? m ~o 4 ~ w m Q ~ c S ? a ~ m m m F 0 c 0 0 ~ m ~ n m 'm f T Q ~ ~ S m T O r O 2 ~ c S 8 m G H N ~ 00 0 ~ m a a w r+ O ~ ~ a ~ ~ O a N ~ PERNRNUMlEP B92H4686 cmi D r 0 N n 9 O Z 's Q 9 m ~ D O O 9 m N a Z ~ D ~ O 9 a O ~ M w O 7 ~ N M N H N 0 p p ~ A W 0 0 H C 0 H cn cf H rn m : ~ ~ w a oa m O oc O 0 W W ~ O cn ~ n w E ~ C=: M d G O H w O m O O F-~ 0 :E Z m a D 0 O a N N A 00 0 0 H C O H 0 m 0 ~ 99~~ n n- mmc~ m m ~ p~ ~ oo°m m a< < ~ m Soa 0 , - v m C Nm ° am G~^'C c ? ~3~ m a m cO»go w m m ~ ~ m mmaa~ ~m' "~a n ? om ~ m p a~o ~ mmm 1°owc m nSm m na < 'O mmv a o w 3 f $ Mo~ m m w ~ f0m moc 035 v g mFm n=m ~ ~ a omo m ~ ~ O ~ m m ro ~ [x1 ~ z y 0 H Ci7 ITI n N ~ ~P, > H H m m fo o ~ O o ~ m<19 am ti O v 0 vD l, Y mr" ^ ~1I H `-1 't7 O t7l M ~ N ~ ~ m H N N o H . ~ r• o ~ ~O A ~ ~ W 1-3 i~ 10 I= la I~ I^< ~ . . . 56~ , I~ I M T~4 ~ li I`1 ,;1 ~f Y \ ✓ .~v ~ ~J 7500 WEST 29TH AVENUE P.O. BOX 638 ThB Clty Ol WHEAT RIDGE CO 80034-0638 (303) 234-5900 ~heat City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidp'e i7 March 1, 1994 Mr. Floyd H. Harrison, Jr. Baptist Home Association 4800 Tabor Street Wheat Ridge, Colorado 80034 Re: 4800 Tabor Street - Temporary Certificate of Occupancy Dear Mr. Harrison, This letter is to inform you that the temporary certificate of occupancy issued for the above referenced address will expire on March lo, 1994. As of this date, the followinq items have not been submitted to the City of Wheat Ridge for review and approval as requested: 1) A revised drainage study reflecting as-built conditions and how these changes affect the original drainage design. 2) Completion of a subdivision Covenant document for those improvements on West 49th Avenue. Please be aware that the City will not consider an extension to the expiration date of the present temporary certificate of occupancy until the above listed items have been submitted. ' If you have any questions, please contact me at 235-2868. Sin r y,. GrecKnudson Development Review Engineer GWK cc: Steve Nguyen, Civil Engineer Meredith Reckert, Planner II File M ~ ~ '-1 O v] .C N A W W E E a~+ ° m U x ° o ~ a¢ W ~z N Q rl UO W ~ a~ c) ¢ m ° al wz~ a'o OI Oa = ~U al ~I ~ 3 ~ Wo a 0 3v Wl EI H~ 0 ~w~ ~m 3 Vo ~ ~ O 44 F H G iI ~a W~ UZ a z W P6 ~ m LL J 0 c 3 ~ 0 OLO ~«V _U c ; m c 0 Q O p V « b ~ °$`m a Qm~ °n m a~ O p ` O ~ U p c c nm 8co~ u `omm n wcm'° f~1c`O~ 8 m cEc D 'O r =Qoa a=Ca E c m m o a ~ m m U 0 o~ ~ i`ac mom~ QZMO - oa rm~¢ V ~ ~N W p m L L 1L- 63 3 N W 2 G < W Z ~ '-1 e~l O O W O A ~ ~ C3 u z ~ 0 ~ U K ~ O N F N ~ N a ~ O W O a Q. 0 U ~ pZ U N W S G a> F 2 a ¢ a Z 0 ~ U W O J Q W J 9894HZ6fi W g ¢ a (D Z 0 J J LL W H ¢ LL 3 0 c W W U 0 ~ 0 a ~ r O \ ~ 3 ~ ~9 v ¢ n' m 0 `o Y omi U ~m m~ ~ C O 0 T ~ U E `m ~ U ~ p c W; a~ m ~ c u r 2 U 0 0 ~ c c 0 ~ m m U m W E Q a ~ O N LL ~ ~ W 3 aaawnNyNx3a DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 wEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M93#19044 237-6944 ExT. 255 P.O. 90X 838 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CMIEF BUIIDING INSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS 4$00 Tabor St. OWNER Mountain Vis6a/Vista Villaee CONTRACTOR German Sign Co• ADDRESS 4900 Tabor St. / Wheat Ridge, CO ADDRESS 1390 E. 64th Ave. CITY Danver CO ZIP CODE $0229 PHONE 286-9688 LiCENSE NO. 16384 PHONE ZIP CODE JNTRACTPRICE$ o27=S0-4T) 1. TYPE GroundLXI Wall❑ Proitofinp❑ 2.MATERIAL Plex ~aces/taxtured metal base SIGNS 3. ILLUMINATION YesO No❑ Typa F1uor. 4 SET BACK FROM PROPERTY FENCES 1. TVPE MATERIAL OTHER 3. DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVihG DISTANCES FROM PROPERTY LINES. (SETBAGKS OR PROJECTIONS INCIUDEA) U' ~ N ~ J Y ~ SPECIFV NORTM Tlwn BO% OpenO STREET NAME Tabor 21 V5 SNOW DISTANCES PROM TFE MAIN BUILDING TOADJOINING HOUSES,STREETS, AND PROPERTY LINES;ON IRREGULAR LATS,SHOW LEAST DISTANCE TO PROI'ERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL;MECHANICAL PERMIT THIS APPLICATION WIIL BECOME A PERMIT TO PERFORM THE iNDIGATED WORH ONLY UPON WILIDATION BY THE BUIIDING INSPECTION DIVISION. vcaui7 WILL EXPoRE 60 DAYS FROM DA'fE OF ISSUANCE !F WORK IS NOT STARTED WITHW THAT TIME. EIECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE LICENSE N0. ALUM INUM WIRE UNDERSIZE B ILI.EGAL F~OOR BSM IST 2ND 3RD 4TH N0. FUEUCiGaOns dlPropaie ElaeSdor ~ WATER ClASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTMER HEATING GARBA6E DISF REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri sroM Group UTILITY(RANGE,DISPOSER,ETC) AUTO. WASHER Pourids Char s DISH WASHER AUTOMATIC SPRINKLER SYSTEM FI%TURES WIRING MOTORS 6 CONTROlS F100R ORAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS ~ NOT VAUD UNLE~RECEIPTED - hi lk PERMIT FEE o n app 1 hsreby ocknowiedqa thol f d tnot I t ,~~1 ' ~ on tion it correet ond unders USE TAX -L fl Sy ~ eonnot ttart this projeet until ihia aDPli- itn l AL FEE 1 i1 ~O~ y w cotion it approved. I sholl tomp TOT fAe lows of the Sfote of Colorodo and to q Requlationa and Buildinp Zonin th ROVED APP Q s ~ Code offhe City of Wheai Ridqe. Any violation of the above terms will cause CHIEP BUILDINGPECTOR,City of Wheat Ridqe immediate revo mn of thia permit. CAL1.237-6944 EXT.255 24 HOUfiS IN ADVANCE + FORINSPECTIONS ~ - - Date IssuPd Feee Total SQuare F005-C-1 Lo s q. f t Elftt. Permit No. Zons_ Approvod,2one lnspeeta Lott Thon 80% Opm HeIpM 3. SET BACK FROM PROPERTY LINE N_ 5_ E_ W ime_ ApprwM,Zone Impeeta (Soaeifv whith is fronU ❑ ❑ ❑ ❑ DieoPDrowd ~ , ~ I 0 C: f\ ~ ~ ~ I L=<~ _ ~ ~ ~ r $ ~J 1 ~ 1 I C\. 1~ ,I :3 r-+ ~ ~ C ~ ~ rD I~ r-+ ~ n rD ~A :3 ~ • ~i ~ ~ •)Nr 'qnHNL)r'.zZ nsst agq soF tr_~-~4 ~I-o[-£66t (0.ili- rARN SrAFEr _ HOUaUOa Mis4A ~ ( 1. . ot),~~ . adt, YaOL ►6 ~ ~ ~ 0) ' SOd L00 'ONI 30WJIS OSE[ 869 50E bb; 90 Z[-0I-666[ ap 2 ~ Z A ~ S ~ ~ N ~ ~ ~ c Z O O W g (Jn J ~~u n A ; c:~r,oPv Clt ~ a ' ~H \ ~ ~ N 1 I F~. CP cn ~ ~ \ ~ yt a a,b .-..a. ~ / i . ; ~ ~ \ ~ ~ . \ \ \ \ \ O / ~Jr O F+ ~i ~ LF o Fx a r ~ - N~ W ~ ~rl~ ~ ~ ~ K. 7 0 nq ry m U rl m ~ ~ ~ ` vj ~ O ~ ~ G c 1 nI4D k Coric _ o Y ~ , 9'ZSZ 3„60,91. O ~ L ; - ~ , m ~ x i ~ ~~k. ~ ~ ~ ~ ~ i ~ ~ 1 i , + eP' , ~ ~ \ ~ ` N ~N ~ ~ ~ ~•,'v ~ \ \ h i ~ ~ , \ ~ i X398 fro ae .,~.ocn-~o; C-r-- / \ 1 i t ~ r, \ ~ / ~ ASPHALT ~ `1 ~ \ ~ \ ~~~\1,1 ~ f.i ~ ro' ! 9~ ~ Sep ` DRIVE ~ ~ i ~ ~ I 9X ~ µk ~ k x x ~~r ~ ~ ~ ~ ~ ~pARKING\~\ \ ~ 1 ` j III ~I' 1 ;III .e ~aie,~~ ~ f , ~1 iii i ~ \ ~ ~\l \ 1' i ~ \ ~ \ \ \ , , 1' , 1 ~ ~n N \ \ ~ ~ ' a I ~ ~ ~ iii ~ , ~ ~ ~.1 ~ ~ t ~ ~ ,-Z~• R-o jl J i# jc x x x ~P x ~ x"~X" x x x rn ' ~ ~ li ~ 1` ~ 11 ~ ~--iambs ~ ~ o ~ + I lip ~ ~1~ ~ \ 1 ~ ~ ~ ( ~ ~ ~ ~ 4.32 .40 ~ ~ hli _ \ ~\~~~1\ ~ t l , ~l 1 ~ oe ~ \ ~ ' ~ i i~ i i EXISTING ~ ~ ~1 i ~ ~ i ~i , ~ NURSING ~ ~ ~ \ ~ 1~ ~ ` ~ ~ ~ ' ( ;I i ~ ~ ~ I t ~ ~ ~ ~ ~ ~ i HOME 1 ` `~\,1``s,!,, ~ ~ _i \ \ 1 ~s r ~ i I it ~ 65 ) ~ ~ ~ ~ ~ ~ ~ ~ ' 4.58' ~ ) 1 ^ ~ J+(}~d, ,0. ,.,e ~'e g}I ~ y fi IAA h, ~ ~ ~e°' ~ ~,1oa I ~ ~ / / / l^' I ~ I , I ~ ' ~ `1 ` \\i\\ X ry^};~ x x x ~ s? x~~--k-,_. _ ~ X ~ ~ / r~ ~ \ / ~ ~ ~ ~ I ~ ~ ~ I ~ ~ i ~1 , \1 \ ' F~ O 7 M ~'~64~ L__.yt y(-Ste'-„___"".--__~ ry ~'I 5 y i Q y,~6 h~c~' S1. 5'~ h,~1-- 58 ~ y6" r~,9 ~ ~ K" ~N X ~i ~ p~ x x _ ~1,, y i ! ~ h~ 071 - 9-036 GATE; 5/10/90 SCALE: J 140# 1 Of u~ w ~ 6 2 1 t 6X6-i0~40 1~RE MESH ffi ~ CL1T, TOP ds SIDES 4-1 f2 4-i/2 TYPE L RIPRAP , . , , - 1-1 2' 2° 1_1~~m 6UR1ED 2 TO 3~ . ~ , b 12 A... 4~ {3 ~ 4CI 8Q ~ I~1 f2 R 1-~i % R 2' BELOW SURFACE 4 ~2 ~ AVG ~9" . ~ ~ s Q e a PAS PARS NAIL ~ sxs-i0Xi0 WIRE MESH ~ ~ ; a . A . s a' : ~ EMERNY P~LL~NA~' „ ~ 6 ORIGINAL SCALED 1 =~~3 NTS CLR. TOP 8t SIDES NTS 3~ E~ISTiNG ; y ~ , . . ~ ~ ~ IN BA 4C A I EADGATE ~ ~ iC~E CI~A~N~L DEVIL 3/s GALV NIZED HAY r~ NT~s NT5 ~ NTS STEEi. LA BALE BARRIER ON PROPERTY LINE FOR ER 1~UN CONTROL BOLTEit TO W R. , _ '~f 1~ . ~ ~ EARTH BERAi EdtISTING i TOP EL=49,OQ {411N f3F'E 1'O DETENTION t}PENING ® OUTLET p I a ~ i! aND _e~~~. i5 M a S=i.~0 ~ iNV OUT=46.8 ~ ■ DETENTION POND 'A" V=8389 _ (GRASSED AREA) EARTH BERM ~ , TOP EL=49.00 MIN y , ~ 1 HW{100)=47,72 ~ SWADLEY DITCH " . _ ~ A ~ .4 ~ 1.5 . rn ~ d- RIPRAP OUTLET , . , AT DITCH ' --~--1NV OiJT~54i8,04 x 48.8 ' , ~ ' ~ ~ ~ ~ • ~ ~ ~h4~RG z, r k~NC'~ ~1L WAY., ■ ~ d' " E~ DE7AII, P ~ ~a. ` wl ~ 0~ VY" 6~ VERT~ CONC. d ~ t RB do GUTTER ° _ C ONGRETE cf< I 9 , yiQ+"~l~ GRATE=41.00 . ~ ~ INV=35 6 W CURB OPENI ~ PANS 9 ¢ ~ WADSWORTH DITCH ~ ~ ~ r DETENTION • , A • N ~ • 4 _ _ POND "B" Dt ` 1` 4 42 S ~ ~ ~ 4 0 4 r ~ „ , ~ ~ , , 0 ~ , .~;~;:~:y r~, ' S' • ~ ~ ~ • ~ $ S cv ° PROPOSED a 7 ~ RETAINING ~ INFILTRATION ®ASIN . ~ WALL ~ ATE=49.00 U ~ lT ~ • OPEI`JIN ~ • ~ ~ 6~ Q. ! 1 21 ~ / M a ~ i0 ~sT~ MH RIM=52.48 • N ~ = D~ BUILD URS~IG Extend ri~irap ~a INV IN 45.93 ~ S ® I ~ ~fprmpl thonnd INV OUT=45.87 24 At~T~M HOME . s ~ ~ ~ ~ , j ' 1 t ~i i ~ i 1NFILTRA710N BASINt i 5' E R INLET GRATE=49.00 F GRA =47.61 ~ , 5 TYPE R INLET Qp ♦ , GRATE=4s.80 INV IN=43,39 ~q, d ; s. s INV OUT=43.99 INV OUT=44,22 ~ ~ ,2 `y t I ~ 5 g ~ r ~ 1 t ~ ~ f ~ ~e ~ ` ~ ~ ~ ~ ~ ~ , " ~ a. ~ ~ r ~ ~ ~ ~ ~ ~ ~ r - ~ ~ Cdncrate tradle/aut ~ ~ ONE ~ Q; , `1 or $lundard headw+ s ~ ~ ;h r' ~ ' ~ ev LT ~TYP CON . WAY Q 4'. ~ 2a~p 'p ~ ~ . rod' x ~ '~~~ti~_~_ ~ ` ~ ~ ~ , 45' pC , t ~~a ' i~ s,~ i ~ ~ o s , i 5' ~t~y ~ ~ RIPRAP OUTLE ~ C. i W EADW ' ~ ~ t ~ ~ 44 , ~ ' 4 ~ . . ~ } GRASSED AREA . ~ ~ ~ ~ ~ d -t~~r.. C{~1 ~ A HALT tTYP) ,p 40 s ~ ~ , 38 3s p> SEN a ~ F~f~ ~ MH RIM=95.90 _ _ ~ p D l' ® 18 R~' ~cav~~ INV 1N-49.79 p $3 If U E C f~° W EAD A INV OUT=45.74 36" RCP 5=0.1 X g~i,0% , r- ETAINING I ~ % n _ _ MH ~ i 1 ~ ~ e r~~ ~..~.o.~-- , ~ ~ EX, MH INV IN=46,05 ~ S~ TABOR ST, PLAN AND INV-46,65 INV OUT=46,00 F~ JUCHEM PIPLINE CONTINIfATION --____w~_, ~ti OR I ~ EET _ . f 4 UTA. MH BENCHMARK: BRASS CAP IN RANGE BOX, LS, 13212 AT SE CORNER OF SECTION 11, TOWNSHIP 3 SOUTH, RANGE 69 'VEST RIM=53.00 OF THE 6th P W - U.S.G.S. ELEv = 5397.50 Ga onl PROPERTY LINE JOB NUMBER: FLOW DIRECTION 135-92-123 INV IN=37.95 BASIN BOUNDARY DATE: INV OUT=37,85 SPOT ELEVATION 5/18/92 -38 PROPOSED CONTOUR SCALE: XXXXXXXXXXXXXXXXXXXX HAY BALE BARRIER 10=40' SHE7-f,% i i A I HO -E r ti f , , { t a~ 41 1 MQ. w FOR TH BAPTIST HOME ASSOCiATIO O COLORA DO JEFFER-.SON COUNTY, COLORADO 0 0 • t` R. F. LINSTEDT AIA ARCHITECT 62 5 W E 5 T 14TH AVENUE, DENVER, COLORADO J. C. TRIOLO A ASSOCIATES JOHNSON R VOILAND RILEY ENGINEERING CORP, ELECTRICAL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ARCHITECTURAL I i J1 1 A-1 PLOT PLAN, TEST HOLE DATA, SITE DETAILS A-7 WALL SECTIONS a STAIR SECTIONS A-2 KEY FLOOR PLANS A-8 ROOM FINISH a DOOR SCHEDULES A-3 BASEMENT a ROOF PLANS, ROOFING DET'LS A-9 EQUIPMENT SCHEDULES a DETAILS A•4 FIRST FLOOR PLAN A-10 MISCELLANEOUS DETAILS A-5 EXTERIOR ELEVATIONS A-6 BUILDING CROSS SECTIONS LEGEND CAST STONE FM, ~2 BRICK W000 ~<!PLASTER ;GYPSUM BOARD STEEL CONCRETE MASONRY METAL BLOCK STUD WALL INDEX TO DRAWINGS STRUCTURAL MECHANICAL ELECTRICAL S-1 BASEMENT a FOUNOAT'N PLAN (GENT'L a EAST) M-1 PLOT PLAN a LEGEND E-1 PLOT PLAN, DIAGRAMSti ETC S-2 FIRST FLUOR PLAN (CENTRAL 8 EAST) M-2 BASEMEN-. FLOOR PLAN E-2 FIRST FLOOR PLAN iCENTRAL a EAST) ,j S-3 FOUNDAT'N a ,TIRST FLOOR PLAN (WEST) M-3 FIRST FLOOR PLAN C,iES'T) E-3 BASEMENT FLOOR PLAN, FIXTURE SCHED. S-4 ROOF PLAN M-4 FIRST FLOOR PLAN i3ENTRAL a EAST) E-4 DIAGRAMS 8 PANEL SCHEDULES S-S TROS5 ELEV'NS a ROOF )ETA[LS SET O* -w. . ,svwn ;uwnProuaK:- q" f1f.% rs J r p NO IN ~t v ~y C' 1. 0,8 -`1---._ r._ ' ° w.. n, ''„".^,f , I , .f~...a ~ f/ 4' r r ~ l y " St~"A "w ~U`rY s 3a _ ~~u~er I e i , "ns { ° r' , ` + 1 3 ' .,,ils.o-~m. ~7. I I° Q; Sl,~ Errs;'n•'<, 6tCS - _ !.'W _ b~_. .e,rwA a^ t.""+° { h 4Q r ar" rv 4g),•' SYdG," JV +.a.- r f r C i J. ,..1~4, ro 8,5 asMo,erl ':~v.a:.u.rndctrc~c , ~ 5ad~x'u-Aar;, J i \ - • 9d5r r •rr~-~'-we-,Ir,"' ...,_f.r, N / J f I a ~ r ~ ~ 'ks' aMlsv atop , . n 'a. ~ ~ a+ c ~ ! ~ ~ ~ b 1•' Ra ` ~ t1E a ~ w / fM ,cr^+, l i• Yp',`y`~~ .v!.~p c'=*4R';ov« n~;a. i - ~~-'-".1Rxxel lot'ataP JY _rt~ wJY a~ nr'r ~ / i . r / / 5YG?J l!b ,^•rYJ dL.V2V,r 4~`• f RIXN~' <fF SkT-A "dX P,^f TfJNdf E ~D O ,r - ! ~ y. i • I1 x ~ ~ ( 1.tJ"..F"~u ~ 3iK' - / ~ ~ ~ r. . 'i 1 _ ! 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V'ftu".eWtt>A 41KS.-Aaphq~.i lNA - r♦ 7e 1tt ~i' qN 6Wn46 ppppLL~AeMYKM~.-. •(Dw GL#eR+ mms"wIHi • ; - A#Ar IMx M4ktC,/~ - ~TCO6vih4WLA OuTtkT L41Wroft+AMYAV0N~Np0,A - .L t rz' E-3 f j ~ 1as.-.r..k"a~..ri~.' ._..1Aa. .-.-.w..+,m,„•... ti1~+a..~.. .^^.r.!~.,.,....•+~. _ ••0' ULRA'n' i hiEiJT OF COMMUNI I Y DEVELOPMENT 7500 WEST 29tn AvENUE BUILDWG INSPECTION DIVISION PERMIT N0 M93#19043 237-6944 Exr. 255 P.O. Box 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAUD ONLY WHEN SiGNED BY THE CHiEF BUiLDiNG INSPECTORANCRECEIaTEDBEI.OW. OW JOBADDRESS Tabor St. CONTRACTOR German Sign Co. ADDRESS 1390 E. 64th Ave. CITV Dever, CO ZIP CODE 80229 PHONE 286-9688 LI[:FNCF Nnl 38- ADDRESS 4700 Tabor St. / Wheat Ridge, CO PHONE CUNTRACT PRICE $ $2750.00 ZIP CODE ner~ 10-13-93 1. TVPE Ground~ Woll❑ Prortctinp❑ OMer 116'heip,4p Foa D/F SIGNS 21 3. MATERIAL Textured metal f ILWMINATION Yea ~ No❑ ace (face to be plex) f luarescent Type 46 sq. ft. Total Squan Feet _ E4ct. Psrmit Na. (See Si 4 SET BACK FROM PROPERTY LINE N e PLan) (SOecitywhichiafronl)( is _ ❑ _ 5_ E ❑ _ W ❑ ❑ Zone- Apprwed, Zona Inapector DisapDrwed 1. TYPE SolidO Moia Thon 80% Open❑ Lut Than 80% Open_ F 7 MATERIAL _ ht Hei ENCES 1 SET BACN FROM PROPERTY LINE N (Spscify which ie }roM) _ ❑ _ S__ E ❑ _ W ❑ ❑ Q Zme- ApOrovei Inspecta DisaDDroved \13 I. ~ OTHER Z c 3. - DRAW SKETCH Qft SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIRG DISTANCES FRpM PROPERTY LINES. (SETBACKS OR PROJECTIONS MCLUDED) OWNER M(Yun[ain Vista/ Vis[a Village ~ FRONT STREET N4ME I-70 Frontage Rd. N. N W iF- SPECIFV NORTH SHOW D151ANCES FROM THE MAIN BUIL.OING TQADJOINING HOUSES, STREETS, AND PRpPERTY LINES; ON IRREGI:LAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LMES, NOT MARIMUM OR AVERAGE DI5T4NCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERfORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAVS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTPoCAL PERMIT STATE LICENSE NO PLUMBING PERMIT 574TE LICENSE NO MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILLEGAL _ FLWR BSM IST 2ND 3RD 4TH N0. FUEI: CircJaOneGoyqlPropons ElxSdar NO, _ WATER CIASET FORCED AIR - 8TU TEMPORARY METER WASH 80WL HpT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE_AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINN OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SU6-QFCUITS WATER HEATER Re(ri eranf Group UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASHER Poundt Char e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOF7S 9 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTNER MOTORS OVER I NP 707AL FIXTURES I hereCy ocknowledqn thot this opplica- ti0n is torrect anA understand that I cOnnot ftart fhie projtltl unfii Ihis opDli- Cation ie apOroved. I chall comply wifh tAe lowa of the Stafe of Colorodo ond to ihe ZoninQ Repulahons and Buildinp Code ofthe City of Wheof Ridqe. Any viololion of the obove terme will cause immediote revocahon of fnis vermit Noli<oot• i ,~S,ZSP PERMIT FEE _ eReJ NOT IDU LZS USE TAX C-? Q TOTAL_ F EE A---V5~ ol-d n APPROVED DM'APPReVE"Er! CHIEF BUILUIN CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE Date Issued FOR INSPECTIONS _ f_~_~ / i ' { % , , ~ r- i ~ ` f , , I!A , ; __....L__._..... N o mm x -Dm oz<n z-j --A ooz F~- Q \ y"~~ T q TF ~ - - - --1 - ~ - - - -I t . ~ ~ pN l.= ~ -~t / 3~d1 ~ o4 _ - ~ ~ ~ ~rn > -i A v ~ Z v c N ~ r -0 ~ W I~ J O VI 41 I I (A ~ I m I 0 I ~ I v ~ ~ ~ . / ~ / / _ O = C m ZU) ~ m ~O ~l 'N '1 ^ 1^ V/ l J Zp Z U) ~ Dv m ~ O 0 0 (A o~ N U DU) ~ oO c ~ V I I n ~ ~ 0 ~ ::E 77 1 m D ~ ~ ~ I - 1 N A ~ Z , ~~i' . _ _ _ . l ~ t\Aountain voista ~ vista-12, illage _ , _r"" ~ . _''7~po~~✓. ~ S~ olu~nd J U~I++ec:: i n.. t ~ I i ~ N 1 '~~'~.hri~•:~,,.•,1U'!'~~V d p. ;Mll)dl~' u . ~ , 13~ ~ 'ONI 3JdNOIS 0561 869 £OE 308 100 ~ (51 ~~u}+.-~~, c_ - ~ ~ ~ ~ ~ ~ ~ . ' s ; ~ ~ ~ ~ ~ ; 1 ? r ; ; i ~ ~ ; , P~ W co fi~ ~ rn i_n n.:i J ~ ~ ~ . ~ ~ o , . O tzlo : - ti ( ~ DATE: pugust 12, 1993 7~z iu pce.n e Y A/CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 4800 Tahor Street PURPOSE OF STRUCTURE nursing home Building Dept. Approval: Remarks: Zoning Approvai • Remarks: C/ y^j)r " J -13`~13 y RESTRICTED FUND # 906-670-06 CENTRAL BANK NATIONAL ASSOCIATION In accordance with Section 3.06 of the Indenture of Trust between the City of Wheat Ridge, Colorado (the'Ci1yh and Central Bank National Association, Denver, Colorado as Trustee (the Tnuteeh dated June 30, 1992, and Section 4.3 of the Mortgage and Loan Agreement between the Ciry and Mountain Vista Heal[h Center, Inc., a Colorao non-proftt corporation (the'Corporation•) dated June 30, 1992, the undersigned hereby requests a disbursement be made hom the Project Fund (as defined in said Indenture). In accordance with said Sec[ion 4.3, the undersigned states: 1. The requisition number is #3. 2. The name and address of the person, firm or corporation to whom payment is due is: Mountaln Vista Heafth Center, Inc. Aceount # 906-670-04 (Project Funtn Central Bank National Associffilon _5'z~ 0~ ~ ~M/~' 3. The amourrt to be disbursed is $ fi9:996:99:- 4. This obligation was included in the amouM requested to establish this restricted fund. 5. The nature of the obligation is to cover Tabor Street improvements. This obligation is reasonable and necessary in conneccion with the Project and is proper charge against the Fund. 6. Lien waivers will be obtained from the materialmen suppying all material and labor related to the requisRion. 7. A Consufting Architect has reviewed this requisition and has certified that the money in the Project Fund, together with irnestmern income in such Fund, will be sufficient to pay for the Project. 8. Upon payment of the amount herein requested to be paid the amouM remaining in the Project Fund; together with other legally available monies of the Corporation, are sufficierrc to pay the portion of the Cos[s of the Project remaining unpaid. MOUNTAIN VISTA HEALTH CENTER, INC. ~ By: ori Representative CITY OF WHEAT RIDGE COLORADO By: Authorized RepreseMative Dated: 10 6 93 DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW Date: --k-,-~s~ Case/Huilding Permit No. Location: <l~Xn, ~fa.~~- Please rev3ew the attached materials submitted in application £or approval of a1,.,,,F and indicate your decision on those items ctieck below, and please add any other comments which you may have under number 16. 1• M Boundary Closure:O OK L=1NOt OK; refer to Stipulations 2• CIJkrea: Acres Square Feet 3. Ua" Drainage: a. Drainage plan (and report) needed r-T b. Drainage Plan not needed m ~ c. Drainage provisions have been reviewed and are found to be: 5~k [h reuie,,,~„SCl OK CI Not OK; refer to Stipulations 4. O Legal Description: ED OK F--INot OK; refer to Stipulations If not okay, please explain: 5. C9'Public Improvements: a. Street Paving needed Y N b. Curb & Gutter needecy z~ N c. Sidewalk needed N d. Street Lights neede~ ~f~ ~N e. Storm Sewer needed N f. Escrow required Yk-LI4) If Escrow required, for wha mprovements? In what amount? « 6.F-br"Development Agreement required ~ N If Yes, for 49}11 Alp 7. Ci All necessary documents have been initiated by Public Works and are attached hereto: 8.1~ Is a traffic impact analysis and report required? Y N 9. i---J New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended: 10.1-:3 All existing dedicated roadways and alleys meet the standards of the City: If no, which do not and what is requested: 11.17:3 All existing and proposed ded'ications have been reviewed and found to be: q OK O Not OK; refer to numbers 8& 9. 12•F-~4 Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. 7/~ z- Sign r ~-Tate 13. p The Public Works epartment has reviewed this request and s3oes not approve for the reasons stated: Signature D 14. p Stipulations attached: Yes No 15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. Summary Comments: 'D~, A bcv. FS"C :11 OSlL ~ ATi._In A'Y n f-i( ' L..A J'._ .1 pc/reqPWreview rev.01/89 p . . has been ady for aTCO "n . ~ inform the otv-c nofi ~t5,4 t -FL~ c~-f- Af a4-Lo,,4- a~~ C~-~2aS¢ S~Gvre~ C-Nyn,~~ , ~ ~L ~ ~ , ~ _r ~ ~v - , < - . - ~ r ~Lc~~c~~ ~ ~ _ ~ ~ ~ ~ _ J~~~`_ _ ~ ~ ~ ~a ~ , ~ ~~G~ ~ ~ ~ tiL , ! ~ ~ , ~ , , t I . ~ ~ ) ~ ~ ~ ~ ~ ~ ~ ) b ~ R' ~~b - , V~ ~ ~ , ~ . ,7 ~ ~,J/ ~1.~ ~ ~ ~ ~J~ ~ , r ~1 ~ ~ ; ~ , ~ , f~"~ ' ; ~ , i~l~ , 1 1 '~it~ DATE: March 9, 1993 TO: PUHLIC WORKS DEPARTMENT FROM: Building Department RE: TCO The property at 4800 Tabor Street has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. ~ / `T__~ . v V /vl ~ ~ Qa ? DE] o W m W / N ' o W I ~ N ~ F ~ = Z v w a J Q w V1 U W J ~ - Q z O > O Z D :D K r, a+ O O ~ ¢ N ~ N N Z O O O ~ 0 ~ L a j ~ u Q ~ 3 ~ a ~ Ko O~ ¢ ~ v ~w ~v dw ~ DATE: March 9, 1993 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 4800 Tabor Street PURPOSE OF STRUCTURE: Building Dept. Approval: Remarks: Zoning Approval: Nursing Home .F -9-93 Remarks: ~ ~ivN, o0 o. c - o~r`' c~ EXHIBIT C PROJECT COST REQUISITION In accordance with Section 3.06 of the IndeMUre of Trusc between the City of Wheat Ridge, Colorado (the •City') and Cernral Bank National Association, Denver, Coloredo as Trustce (the'Trustee') dated June 30, 1992, and Seaion 4.3 of the Mortgage and Loan Agreement between the Ciry and MouMain Vista Heatth Cerner, Inc., a Colorao non-profit corporation (the •Corporation') dated June 30, 1992, the undersigned hereby requests a disbursemerrt be made from the Project Fund (as defined in said Indenture). In accordance with said Section 4.3, the undersigned states: The requisition number is #14. 2. The name and address oi the person, firm or corporation to whom payment is due is: CeMral Bank N.A. 1515 Arapahoe Street Denver, Colorado 80202 For Deposit to Restricted fund # 906-670-06 jotiL/ vno_ ~ 60,669:99- 3. The amount to be disbursed is $ 4. This obligation has not been the basis of any previous disbursement from the Projec[ Fund. ^ Sh ~ a:.l•Tc~- 5. The nature of the obligation is restricted fund to cover landscaping and sRe drainage. This oblig tion is reasonable and necessary in connec[ion with the Projecc and is proper charge against the Fund. A 6. Lien waivers will be obtained from the materialmen supplying all material and labor related to the requisition. 7. A ConsuRing Archi[ect has reviewed this requisition and has certfied that the money in the Project Fund, together with investmeM income in such Fund, will be sufficieM to pay for the Project ' 8. Upon paymerrt of the amount herein reques[ed to be paid the amount remaining in the Project Fund; together with other Iegally available monies of the Corporation, are sufficient to pay the portion of the Costs of the Project remaining unpaid. MOUNTAIN VISTA HEALTH CENTER, INC. By: ~ 'utI "izedA3epresen£ative 1 Dated: 3 O9 93 MOUNTAIN VISTA HEALTH CENTER, INC. 4800 Tabor Street . Wheat Ridge, Colorado 80033 .(303) 421-4161 Divkion oc Baptist Home Association of the Rocky March 8, 1993 Adam M. Dalmy Corporate Trust Department Central Bank National Association 1515 Arapahoe Street Denver, Colorado 80202 Please accept this letter from the city of Wheat Ridge and Mountain Vista Health Center, Inc. as a draw request in the amount of $104,000.00 pursuant to Section 4.3 entitled "Disbursements from the Project Fund" of the Indenture of Trust between Central Bank and the City of Wheat Ridge. We hereby authorize and direct that said sum be segregated into a separate sub account of the Project Fund and that said sum not be released or paid out without the prior written consent of both the City of Wheat Ridge and Mountain Vista Health Center, Inc. The use of the money is or will be for the sole purposes of landscaping, site drainage, and Tabor Street improvements, as defined in the Indenture and may be paid to a third party actually performing such work upon receipt of a Requisition Form and the written authorization contemplated herein. The money should be invested in Federated Treasury Obligation Fund pursuant to the standing letter of authorization on file with Central Bank. Further Mountain Vista Health Center, Inc. represents that none of the items for which the payment is proposed as set forth herein to be made has formed the basis for any payment theretofore made from the Project Fund, and that the payment is a reasonable and necessarY cost incidental to the Project and is a proper charge against the Project Fund. That lien waivers wili be obtained from the appropriate materialmen prior to any disbursement from the segregated money, and that the Consulting Architect has reviewed this letter and certified that the moneY in the Project fund, together with the investment income in such Fund, will be sufficient to pay for the Project, and further that upon segregation of the amount set forth above, the amount remaining in the Project Fund, together with other legally available monies of Mountain Vista Health Center, Inc., are sufficient to pay the portion of the Costs of the Project then unpaid. Mountain Vista Heal[h Centeq Inc Park Avenue Health Centeq Inc. Vista Village Retirement Community, Inc. Rocky Mountain Residences, Inc. Adam Dalmy Central Bank March 8, 1993 Page 2 The expiration date of this letter of credit shall be September 10, 1993. However, this expiration date may be extended by mutual aqreement. Very truly yours, Mountain ista Healt Center, Inc. City of Wheat Ridge BY : By : Central Bank acknowledqes and agrees to the terms of this letter. Central Bank Nationa Association BY•L r cc: Bill Dukes, Consultinq itect; RandY Berner, Adolfson & Peterson RESTRICTED FUND # 906-670-06 CENTRAL BANK NATIONAL ASSOCIATION In accordance with Section 3.06 of the IndeMure oi Trust between the Ciry of Wheat Ridge, Colorado (the 'City') and Central Bank National Association, Denver, Colorado as Trustee (the Trustee') dazed June 30, 1992, and Section 4.3 of the Mortgage and Loan Agreement between the Ciry and MouMain Vista Health Cerner, Inc., a Colorao non-profrt corporation (the •Corporation') dated June 30, 1992, the undersigned hereby requests a disbursemeM be made from the Projec[ Fund (as defined in said Indenture). In accordance with said Section 4.3, the undersigned states: 1. 7he requisition number is #2. 2 The name and address of the person, firm or corporation to whom payment is due is: MouMafn Vista Heafth Center, Inc. Account # 906-670-04 (Projeet Func) CeMral Bank Natlonal Assoclation 3. The amount to be disbursed is $ 44,000.00. 4. This obligation was inciuded in the amount requested to establish this restricted fund. 5. The nature of the obligation is to cover Tabor Street improvemeMs. This obligation is reasonable and necessary in connection wtth the Projed and is proper charge against the Fund. 6. Lien waivers will be obtained from the materialmen supplying all material and labor related to the requisition. 7. A Consufting Architect has reviewed this requisition and has cert'rfied that the money in the Project Fund, together with investmeM income in such Fund, will be sufficient to pay for the Project. 8. Upon paymern of the amourrt herein requested to be paid the amount remaining in the Project Fund; together with other legally available monies of the Corporation, are suFficient to pay the portion of the Costs of the Projed remaining unpaid. MOUNTAIN VISTA HEALTH CENTER, INC. By: e+t ~ p zed preseMative CITY OF WHEAT RIDGE COLORADO By: ^ Authorized Represernative ~7 3 Dated: 3 12 93 7 INSPECTION TICKET JOB 'r r ADDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. Ck 4 i -`J SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. 6 ~ ~ INSPECTION MADE~ TYPE OF IP INSPECTIO REMARKS G INSPECTION TICKET JOB ADDRESS ( I `J C/a DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~n ~ ~ TYPE OF INSP. V"~ ~ INSPECTION MADE REMARKS j~- JW r Q~ ott W.R. FOFM &19 ~ INSPECTION TICKET k ~ JOB ~ ~ ADDRESS ~ DATE: BLD6.PE MITM PERMIT# ~ BLDG. CONTR. SUBCONTRACTOR ( J ~ DATE INSP. REQ. ~ ~'22 y INSPECTION TICKET JoB Gl gon 7`{qh ar ADDRESS DATE: 7'/-C(3 BLDG. PERMITI~~? 77Z ~g PERMIT# BLDG. CONTR. 1q SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. Uh" '6 ~ INSPECTION MADE REMARKS W.R. FORM &19 ~ 1 ~ INSPECTION TICKET JOB ADDRESS 1 DATE: ~ u BLDG. PERMIT# PERMIT# ` i BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 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REO. 11(2, iYPE OF INSP. ~VyiLiY 1 C, INSPECTION MADE_a` Q~~ REMARKS INSPECTION TICKET b JOB ADDRES3 ~ a" ~ U INSPECTION TICKET JOB ADDRESS DATE: BLDG. PERMIT# yG S6 PERMIT# BLDG. CONTR.~ SUBCONTRACTOR DATE INSP. REQ.~ TYPE OF INSP. ~ ~INSPECTION MADE REMARKS Q~~!J~~.~fti ~S _ ~ INSPECTION TICKET JOB DDRESS LI O 6~ ti~iP~ ~ J ~i L DATE: I BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REO. TYPE OF INSP. INSPECTION MADE REMARKS ~ W.R. FORM 619 ~ DATE: /,4- 3 BLDG. PEFIMITk PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REO. TYPE OP INSP. .~-L~ -k INSPECTION MADE REMARKS ~C ~I"1~m p7 W.R. FORM &19 / l 16 ~7v~* ~/G E6 - - s INSPECTION TICKET JOB ADDRESS DATE: /rx- I I BLDG. PERMIT# 46Sb PERMIT# BLDG. CONTR. lX., C? SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE f L'~~ 7 Z REMARKS ~ INSPECTION TICKET JOB ADDRESS ~1 d 6'-~ itim~ ~ ~lj DATE: g / ,3-`lj BLDG. PERMIT# qG ~6 PERMIT# BLDG. CONTH. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE_ REMARKS (/1~( ~ W.R. FORM 619 INSPECTION TICKET JOB t~ A ADDRESS o-o t DATE: IBLDG. P MITk Q(186 PER/M1ITN BLDG. CONTR. Ck `L ~J SUBCONTRACTOR Yil If- DATE INSP. REQ. c TYPE OF INSR INSPECTION MADE ~ REMARKS tlo_,AL(.G.yv. IkV INSPECTION TICKET JOB t / ADDRESS JG 2 DATE: BLDG. PERM TM -y6 E,6 PERM IT8 BLDG. CONTR. J SUBCONTRACTOR 47~! DATE INSP. REQ. TYPE OF INSP.•'r INSPECTION MADE IZ'GC( ~I7 REMARKS W.R. FORM 679 ~ 1 INSPECTION TICKET JOB DDRESS 4 f I~ DATE: I ` ~O BLDG. PERMITk PERMIT# BLDG. CONTR. &d s SUBCONTRACTOR DATE INSP. REQ. Q YJ 1 TYPE OF INSP. 4 . INSPECTION MADE REMARKS INSPECTION TICKET ~ JOB ADDRESS q 16 DATE: BLDG. P RM TM ~ PERMIT# BLDG. CONTR. J SUBCONTRACTOR DATE INSP. REO. ~ TYPE OF INSP. -~L- '-'Ov A C INSPECTION MADE/? G " / REMARKS INSPECTION TICKET JOB ADDRESS 2 DATE: BLDG. PERMIT# n P/ER~MITB BLDG. CONTR. ~v SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. Cil~-~' INSPECTION MADE REMARKS INSPECTION TICKET JOB J ADDRESS 2 DATE: BLDG. PERMIT# T 6&~ PERMIT# rl BLDG. CONTR. x y SUBCONTRACTOR DATE INSP. REQ. I~ a 1 TYPE OF INSP. ^ INSPECTIO REMARKS W.R. FORM b19 W.R. FORM 6-79 / u</ INSPECTION TICKET JOB ADDRESS c-I 34 v /1 DATE: d BLDG. PERMIT# PERMIT# BLDG. CONTR. R ~ SUBCONTRACTOR r1~DATE INSP. REQ. ~ TYPE OF INSR INSPECTION MADE REMARKS ~ tNSPECTION TICKET JOB u ADDRESS C~U -6.r 4~ DATE: ~~a S BLDG. PE M~ITN _ PERMIT# BLDG. CONTR. b `i j SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMAqKS INSPECTION tICKET INSPECTION tICKET JOB ADDRESS /,~5 ~l- DATE: BLOG. PERMIT# PERMIT# BLDG. CONTR. JOB p ADDRESS /55o DATE: 3-' BLOG. PERMIT# ''(686 PERMIT# BLDG. CONTR. ~ ~ (j) SUBCONTRACTOR SUBCONTRACTOR - DATE INSR FEQ. TYPE OF INSR INSPECTION MADE 2-3 ~ REMARKS W.R. FORM &19 G DATE INSP. REQ. , ) - TYPE OF INSP. INSPECTION MfA1DE / REMARKS _~./~C t4-** W.R. FORM &19 ~y'-p INSPECTION 71CKET JOB C /O / ADDRESS ~1 u"-~J 1,,2 DATE: BIDG. PERMIT# '4 PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. -TYPE OF INSPECTIO REMARKS ~ INSPECTION TICKET JOB ADDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. A d- Q SUBCONTRACTOR - ~ DATE INSP. REQ. TYPE OF INSP. Q INSPECTION MADE REMARKS ~ W.R. FORM &19 ~ INSPECTION TICKET JOB ADDRESS , ~ DATE: BLDG. P~RMITM ILS-b- PERMITN BLDG. CONTfi. ci `S ? SUBCONTRACTOR ---s DATE INSP. REQ. TYPE OF INSP. INSPECTION MA REMARKS ~ e 3 INSPECTION TICKET JOB ADDRESS (L. J DATE: BLDG. P RMITM t406? PERMIT# BLDG. CONTR. a 1 v SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. I ul INSPECTION MADE REMARKS W.R. FORM 619 / 7500 WEST 29TH AVENUE P.O. BOX 636 WHEAT RIDGE. CO 80034-0638 (303) 234-5900 City Admin. Fax # 234-5924 January 28, 1993 Police Dept. Fax # 235-2949 Arapahoe Roofing & Sheet Metal 11936 Wadsworth Boulevard Broomfield, CO 80020 Attn: Mr. Don Hayden Dear Mr. Hayden: The City of 6Wheat ffZidge This is to notify you that installation of self seal fiberglass shingles over 30 lb. feit, over gypsum deck using uncoated 1-3/4" or 2" nails is approved for 4800 Tabor Street. cerely, J ~ ack E. Prose Chief Building Inspector JEP/at 1trArapahoeroof C, i;,-~i',iv„v,, DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WES7 29tn AVENUE BUILDING INSPECTION DIVISION 237-8941 EXT. 255 P.O. eoX 838 CITY OF WHEAT RIOGE, COlO. SIGNED BY JOB ADDRESS CONTRACTOR =~r--77"`t ADCfRES3 I.3C1 'S CITYL ~ . ~r~' ZIPCODE ~~C-_`.3'Z PHONE 9 8'7 `/l LICENSE NO.L~-'/"Z AND RECEIPTED BELOW. OWNER PERMIT N0. PHONE ZIP CODE,CONTRACT PRICE S ~ rrr> 1. TVPE Ground❑ Woll❑ ProieetinyU OtMr SorDFeCe 2. MATERIAL Total Squon FM SIGNS 3. ILLUMINATION YOS❑ No❑ TYM Eleet. Wrmit No. 4 SET BACN FROM PROPERTY LINE N _ 5_ E _ W Zone_ ApOrwed, Zam imDkla (SDeei} whieA M fronf ) ❑ ❑ ❑ ❑ Disapproved I, TYPE SolidO MoN TMn 80% ODOnO Less Than 80% Open 2. MATERIAL Holght FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zan_ ApyrwW,ZoM Inspeeta (SDeeifywhleAis froM) ❑ ❑ ❑ ❑ Diwpprowd I. 1 OTHER 2 3. pRAW SKETCH OR SHOW BELOW, THE fENCE,5IGN, OR OTHER STRUCTURE, GMNu 01STANCES FROM PROPERN LINES. (SETBACNS OR PRWECTqNS INCLUDED) ~ SPECIFY NORTN STREET NAME $ipW qSTANCES FROM THE MAIN BIHLDING TQADJOINING IqI1SE5, STREETS, AND PROPERTY lINES; ON IRREGUTAR LATS, 5110W L&$I DISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERIIGE DISTANCE. APPLICATION FOR PLUM&NG; ELECTRICAL; MECHIWICAL PERMiT INSPECTION DIVISION. THIS APPLICATION~pLL~ BEi M cYawF uf nsYS cRdA MTE OF IS4UANCE I~F WORK S 1J0T STNtTED WRHMI TMAT TUAE ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE UCENSE NO. pLUM INUI NARE UNOENSIZE 8 ILLEGAL FLOOR BSM I5T 2ND 3R0 4TN N0. FLEL:CktleOm I EO Sola NO WATER CtASET FORCED AIR - 8TU TEMPOfiARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATN TUB STEAM BTU CMANGE SERVICE-AMPS $HOWER AIR CONDITIONING-BTU LIGHTIN6 SINK OTHER HEATING CaARBAGE DISF REFRIGERATpN SYSTEM qatri eran1 Gou ppWER SUB-CIRCUITS WATER HEATER UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Char • DISH WASMER AUTOMATIC SPRINKLER SYSTEM FIXTURES WIRING MOTORS d GONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAI TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTMER MOTORS OVER I HP TOTAL FIXTURES / REMARKS I heraby ocknowladps thot this aDDlica' fion it Corroet and undentand that I tonnot ttart tAie proloct until this oppli- Cotion if aDDroved. I thall comply with tM lowf of fM Stots oi Colorodo ond lo ihe ZoninQ RaQulotions and Buildinq Code of tha Cify ot Wheof Ridpe. Any violation of ths above terms will couae immediats ravocotion of this permit. PERMIT FEE USE TAX TOTAL FEE $ APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,Cityof Wheat Ridpe Date Issued ~r,lbanu SIOM1w~ UNLE55 CALL 237-0844 EXT. 255 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT 0F COMMUNITY DEVELAPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION 237-6944 EXT. 255 P.O. Box 638 CITY OF WHEAT RIDGE, COLO. PERMIT N0. M93#18599 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. u rucni iuN roR MISCELLANEOUS PERMIT JOBADDRESS CG 1'~6(, 1_ -s ~ OWNER 22"t /_,S l-c' n( 'tin . h6*-- ~ CONTRACTOR < ~ Z,o c r, r n s n v ADDRESS 'u /~c ADDRESS y~.ZG Ju,SC~+t PHONE _L-FJ ;t vL.': ZIP CODE CITY_ LA L'> ZIP CODE CON7RACT PRICE $ l YI'C' . Cc, PHONE 1/3 3 ~ Y S/ LICENSE NO. IL3 )L_. 1. TVPE Ground❑ Woll❑ Proieolin 0E3 Oihor SaDPooe SIGNS 2. MATERIAL Tofal Squors Fast 3. ILIUMINATION Yaf❑ No❑ 7ype ElW. Permif No. 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zons_ ApproveE, Zone Inspeotor (Specity whieA ia front) ❑ ❑ ❑ ❑ DisopprOVSd 1. TYPE Solid0 Mon Thon BO% ODenO Lost Thon 80% Open ? ' MATERIAL HeipAt FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zom_ Approvsd,Zorn Impsota (SpacitY whieh itfront) ❑ ❑ ❑ ❑ DisaDMOVad 1. 6NS[~l -2, lo 4 (c,) OTHER A/' 3. DRAW SKETCH OFt SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVitiv DISTANCES FROM PROPERTY LINES. (SETBACKS OR FROJECTIONS INCIUDED) ~ SPECIFV NORTH STREET NAME SHOW DISTANCES FROM TME MAIN BUILDING TUADJOINING HOUSES, STREETS, AND PROPERTY IINES;ON IRREGIAAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATtON WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DINSION. PERMIT WILL EkPIRE 60 DAYS FROM DA'fE OF ISSUANCE !F WORK IS NOT STARTED WITHlN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT hLUMINU%f'AIIfiEUNDk"RSIZE8ILLEGAL FLOOR BSM IST 2ND 3RD 4TN NQ Ft1El:CirelsOneGofdlPropone E Sola N0. WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING-BTU LIGHTING SINK OTHER HEATIN6 GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri sront Group UTILITY(RANGE,DISPOSER,ETC) AUTO. WASHER Poundf CMr e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS fL00R DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS I hsreby ocknowledqe that this opplica- fi0n u eorrect ond undsratond fhaf I tonnof ftort fhis projeet until ihia aOPli- aotion if opprovetl. I shall comply with fhe lows of the Stote of Colorodo and to fhe 2oninp Requlafiona ond Buildinq Cods of the City of Wheof Ridqe. Any violafion of ihe above termn will cause immediafe ravocafion of this permit. ~oN~eann iy6a un PERMIT FEE USE TAX TOTAL FEE CHIEF BUILD* INSPECTOR,City of Wheat Ridqe Date IssuPd~~ NOT VALID UNLESS RECEIPTED CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS 0 I a Ln ~ L ~d ~ 0- F~ - o- ~ ~ T ~ ~ ~ n D ~ ~ i 3 ~ a ~ ~ ~ F p o G ~ i F r a G N r~ ~ ~ U p o V~ ~ ~ A a L o Z p F , n ~ ~ a C ~ 4 ° ~ s . v H ~ i O CA C 1 A P r r D n ^ _ ~ L .i~4 > > w f « : ~ p r ♦ <C T A 2 - e o ~1 9 S VI V N ffl ^ ~ P Z ' n 1 T n J A L y. o h U• ~ y fl = , q' J ~ u v " ~ 3 0 A ` P G ~ ~ S ` ~O ~ yy:~ nr. o ! m: . IY' ' ; y d yj •0 =w ~ 'U co w u i s~ J ` C ~ • ~ u ~ ~ „ ; . . . ~ ~Cr c~ g ' c.r ~ N N 4 N~ N Cb i+ S 3 . 3 a < , i ~ S+ 1 en ~ ~IJ~Lo.l.e . I.o_.lJJ M I n p ~ . . m . m a o I N 2 A ~ 1'° O Y 2 O 1'1 19 P ~-1 ti C m v I n f' (1 Y O (t ll V h A y p ~ r S 1 Y ^ Y z o o e > `a ° x ~ o o . . n x n n r o o n > q n n a > n m r t ~ m ~ n r z n ti I ti , > c .a o A ~ e ~n n > o A n n > m > e ~ r ~ 0 ~ Irv o n N r I I z Ir I 1 u " ~ - N. - - = _ .i o w N -s e_.• + ~ ' . .i x n a ^ . . w x c Y m n o w a~ a o m ~ o p~ > n O P~ I~ \ i Ri '2 N O OP O• P y n e . o n s n i n n e v- n ~ a < ~ P w > Y.a - ~ • = c . . n I J ~ - ~ Q a " • ~ e ~ u - O ^ S r ~ n 6. • + > n c < < a z i ~ ~ ~ • o G i n o ~ q i ~ ~ O M Q . L i H ^ ~ i o n a ~ - e ~ ~ 7500 WEST 29th avENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 ExT. 255 P.O. Box 638 BUILDING INSPECTION DIVISION PERMIT N0. B92IF 4686 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 NOURS PRIOR TO INSPECTION T1Np $ETS OF BUILDING PLANS AND TWO PLAT PLANS MUST ACCOMpANY THIS APPLIGTION BUSINESSNAME_ Ado1fSOR & PeteTSOIl, Inc. qDDRESS 50$ NUCld Wdy, Unlt D, AuTOYB, CO $0011 COPY OF DEED AND IMPRpVEMENT SURVEY REQWRED SEE P.C.D. ~ SPECIFY NORTH STREET NAME (CIRCLE FRONT) N E S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCM; SHOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAME_ BaptiSt HOme ASSn. CONTRAC70R Adolfson & Peterson LiC.NO. 15702 ADDRESS 505 Nuc12. Wfly, #D PHONE 363-7101 CITY Aurora. CO ZIPCODE 80011 LEGALDESCRIPTION (SEE P.C.D.) METES AND BOUNDS DESCRIPTION ATTACHED ADDRESS_ 4800 Tabor St., Wheat RidQe, CO 80033 LAT N0. 19. 20, 21 & 22 BLOCK N0. SUBDIViSiON Lee' s FILING LOT WIDTH DEPTH INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING: Curb9Gutter_SlreetPovlnq-Water_Sewer_StormDroinaqe- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTIN6: YES_NO- ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: VES_NO_ icvv n r n~ OCCUPANCYType V, 1-hx., GTOUp.I 1.1/TVP2 II, 1Li~fERiORMATERIALS+WALLS.Wood Framp00FWood Truss & i ing SEUH~ge s s7oRies 1 UNITS 4 6JSO (R)REMARKS= NUYSlII£ Home Addition & Remodel OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE S v I hereby Certify }haf ihe above setbock distantes shown On this permit upplitafion are aCCUrate, and do not Violote USE TAX 1151, g' (2 applicable ordinunces rules or regulotions of ihe City of Wheai Riige or covenants easements or restrictions of re- , , cord; fhot ull meosuremenis shown, and alleqotions made ore ocwrate; ihat I have reod ond ogree to a0ide by all TOTAL FEE a 7 7q G conditions printed on ihis applitation, and ihat I assume tull responsibility for compliance with the Wheat Ridqe NOT VALID UNLESS RECEIPTED Building Code (U.B.C.) and all other appf ble Whe t Ridg ordinances, for work un0er ihis Dermit. -1 -1 q -Q.Z (OWNER) (CONTRACTOR) SIGNED DATE 6/5J92 ~ BUILDING DEPARTMENT USE ONLY SO.FT ST '+~/1 Q ~ BASEMENT-ROUGH _ THE PROPERTY LOCATED AT ~+Vl' ° BASEMENT-FINISHED IS PRESENTLY ZONED P<D ;a., I - 41 Z GROUND FLOOR THE PROPOSED USE (IS) (_IS NOT) ALLAWED UNDER THE ZONING ORDINANCE. SECOND FLOOR COMMENTS~ GARAGE OTHER OTHER BUILDING COST $ 000 ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE N0. CITY N0. STATE N0. CITY N0. CITY N0. PLANS REVIEWED (_OK)(_NOTOK) PLANS REVIEWED (-OK)(-NOT OK) PLANS REVIEWED-(-OK)(_NOTOK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR 70 ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF EIECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT PERMIT ISSUED TO PERMIT ISSUED TO PERMIT ISSUED TO PER REOUEST AS PER PLANS NO PER REQUEST AS PER PLANS N0. PER REQUEST AS PER PLANS NO AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MYOFFICE AS APPROVED AND ON FILE IN MYOFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLEARED BY DATE CLEARED BY DATE CIEARED BY CHIEF BUILDINGINSPECTOR CHIEF BUILDINGINSPECTOR CHIEF BUILDINGINSPECTOR BY BY 8Y DATE DATE DATE CONDiTIONS: (1) THIS PERMIT W45 ISSUEO IN PCCOFDANCE WITH THE PROVISIONS SET FONTH IN YOUR APPLIC4TION ANO IS SUBJEGT TO TNE LGWS OF THE STATE OF COLOMADO AND TO TNE 20NING flEGULAT10N5 AND BUILDING CODE OF WXEAT NIDGE, COLOIIADO OR ANY OTHEfi APPUCABLE ORDINANCES OF THE CITY. (2) THIS PERMIT SXALL E%PIRE IF (p) THE WORK AUTHORIZED IS NOT GOMMENCED WITHIN SI%TY (60) DAYS FFOM ISSUE DATE OR (B) TME BUILDING AUTMOPIZED IS SUSPENDEU OF qBNN00NED FOR A PENIOD OF 120 DAYS. (3) IF THIS PERMIT E%PIRES, N NEW PERMIT MAY BE ACOUIRED FOR A FEE OF ONE-HALF THE AMOUNT NORMALLY XEQUIRED, PROVIDEO NO CHANOES MAVE BEEN OR WILL BE M4DE IN THE OFIGINAL GLANS AND SPEGIFIGATIONS AND ANY SUSPENSION ON ABANDONMENT NAS NOT E%CEEDED ONE(1)YEAR. IF CHANGES ARE MADE OR IF SUSGENSION OR ABANOONMENT E%CEEDS ONE (I)YEAR, FULL FEES SHALL BE PAID fOR A NEW PERMIT (4) NO WOFN OF ANV MANNEF SHALL BE DONE THAT WILL OBSTRUCT THE NATURRL OF WATEfl CAUSING A DR AOE PROBLEM. (p) CONTRAGTORf NLL NO IFY TME BWLDiNG INSPECTOR TWENTY-FOUN (24) HO S IN ADVANCE FOfl ALL INSP ION ND SHALL RECEIVE WNITTEN APPItOVAI ON INSPE (10~ ;ARD FORE PROCEEOi! WiiH SUCCESSIVE PH45E5 OF TH B. APPROV CHIEF BUILDING I SPECTOR FOR MAYO Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80007 Telephone (303) 425-0850 - FAX (303) 422-4569 June 12, 1992 Mr. Jack Prose, Chief Building Inspector Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO. 80033 RE: Remodel and Addition to the Baptist Home 4800 Tabor St. Dear Jack, CITY OF WHE.41' RIDGE ~ oPLANNING & DEVELOPMENT We have reviewed the plans for this project and have the following plan review comments. 1. All-weather fire dept. access roadways, minimum of 20 feet of unobstructed width capable of supporting the imposed loads of fire apparatus need to be installed prior to above grade construction. UFC 88 10.207(b),(d),(e). 2. No Parking Fire Lane signs shall be installed to identify such access lanes at the time of final inspection. Signs are to meet City of Wheat Ridge Standards. UFC 88 10.207(1). 3. Water lines and fire hydrants need to be installed, operational and capable of providing required fire flows to above grade construction. UFC 88 10.301(a),(c). 4. Landscaping shall remain a minimum of three feet from the circumference of a fire hydrant and any additional fire protection equipment. UFC 88 10.206(a). 5. Submit a minimum of (3) sets of sprinkler system plans and hyciraulic calculations for review and comment prior to work commencing. All work is to be performed by a State of Colorado licensed sprinkler contractor. UFC 88 10.305(b). 6. All hose threads shall be National Standard Threads. UFC 88 10.305(a). 7. Fire department connections serving a sprinkler and or standpipe systems shall be a minimum of 36 inches and a maximum of 48 inches above finished grade. UFC 88 10.305(b). Amended. Page Two 8. A fire hydrant shall be installed within 150 feet of a fire department connection. UFC 88 10.301(c). Amended. 9. The location of the fire department connection shall be approved by the Fire Marshal. UFC 88 10.301(c). 10. Approved back flow prevention is required to be installed upon the sprinkler system as required by the Valley Water District. 11. The sprinkler valve room will meed to be labeled in a minimum of 1 inch letters on a contrasting background. UFC 88 10.305(b). 12. Sprinlcler systems over 100 heads shall be supervised by an approved, central, proprietary or remote station service. UFC 88 10.307 13. Submit a minimum of (3) sets of fire alarm system plans for review and comment prior to installation. UFC 88 14.103(a). 14. Plans shall include a floor plan, location of all initiating and signaling devices, control and trouble signaling equipment, annunciation, power connection, battery calculations, wiring types and sizes. UFC 88 14.103(a). 15. Provide manufacturers specification sheets on all equipment to be installed. UFC 88 14.103(a). 16. All fire detection systems are to be a Class A four wire loop system. UFC 88 14.103(b). Amended. 17. The smoke detection in the individual patient rooms will in addition to the remote indicators within the corridor will need to cause a audio and visual alarm at the nurses station. UBC 88 1010 18. Remote indicating devices shall be provided on all required duct detectors, elevator control rooms and where the activation of a detection device is not readily visible to responding fire fighters. UFC 88 14.105(d). 19. Fire alarm signals shall be subject to field inspection, additional units may need to be installed. UFC 88 14.103(a). Page Three 20. A satisfactory test the presence of the UFC 88 14.103(d). 21. The permittee shall Fire Marshal that t] with approved plans UFC 88 14.103(e). of the entire system shall be made in Fire Marshal's Office. provide written certification to the ie system has been installed in accordance and specifications. 22. Submit one set of approved kitchen hood drawings by the Wheat Ridge Building Department for fire suppression system plan review. UFC 88 10.313(a). 23. Submit a minimum of (3) sets of automatic extinguishing system plans for review and comment prior to work commencing. All work is to be performed by a factory authorized service company. UFC 88 10.305(b). 24. Automatic sprinkler systems and carbon dioxide extinguishing systams for kitchen hoods have been deleted from use. UFC 88 10.313(c). 25. In addition to the automatic portable extinguisher having at the manual pull station. UFC 88 10.313(b). extinguishing system, a a 40-B rating shall be provided 26. Fuel tank installation for the generator shall meet the requirements of Article 79 of the Fire Code and a minimum of (3) sets of approved plans approved by the Colorado Division of Oils will need to be submitted to our office. 27. Exit signs and emergency lighting will be subject to field inspection. Additional units may be required. UFC 88 12.107(b), 12.108(b). 28. Fire extinguishers shall be a minimum of a 4-A rated, ABC dry chemical unit and locations shall be approved prior to final inspection. UFC 88 10.301(a). 29. Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior installation. UFC 88 Appendix IV-A. 30. A complete test of the emergency generator and emergency systems will need to be made in the presence of the Fire Marshal's Office and the Wheat Ridge Building Pepartment. UFC 68 12.107(b). 31. Provide locks on circuit breakers that provide power to exit signs, and fire alarm systems as specified in the National Electrical Code. Page Four 32. Compressed gas oxygen cylinders in use or in storage will need to be secured in a manor to prevent the cylinder from falling over. UFC 88 74.107(a). 33. Compressed gas cylinders for use with beverage machines shall be secured against falling over. tTFC 88 74.107(a). 34. One hour and one and one-half hour rated fire doors shall be labeled "Fire Door Uo Not Obstruct" in a minimum of one inch letters on a contrasting background. UFC 88 10.402(c). 35. Any code requirements arising from construction. Sincerely, Arvada Fire Protection District Stee Steigl der Deputy Fire Marshal DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WES729tn AveNUE BUILDING INSPECTION DiVISION PERMIT N0. jryft `1l /~c/&~6 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEIOW. ~ ~p- APPL TION FOR MISCELLANEOUS PEqMIT / ~/1 J08 ADDRESS ~ r ~ OWNER ~ HTYl ' c WS'=(N~, ~ CONTRACTOR F-12. r---~ ~L ADDRESS ~I av a 6~r -5-* 7 ADDRES~S ~ ~ s `~~~L-~ 7 PHONE y7I"~I161 ZIPCODE CITY l l&16A c ZIP CODE Z I U CONTRACT ~PyRICE~ ,$,~~~Gsy~~ 7~2-ccliircuccun 7?i2~ DATE `~-'--5~~ - rn vnc ~ ~ - - ❑ Woll❑ Proisctinp❑ - Other SaDFato 1. TVPE Ground t l S T e FeN 2. MATERIAL ❑ ❑ qum o c Permit No ElW SIGNS No 3. ILLUMINATION Yes 4. SET BACK FROM PROPERTY LINE N TYDa _ ❑ S_ E ❑ _ W ❑ ❑ . . Zone_ Apprwsd,2one Inepoeta DiaopprwsE (Spetify whith is front) 1. TYPE SolidO More Thon 80% Opan[:] Leu Than 80% Open hi Hei FENCES MATERIAL 3 SET BACK FROM PROPER7Y LINE N _ S_ E ❑ _ W ❑ ❑ a Zom- ADMaM,Zons Ingpkta rovsd Diso (Spscify whieA is front) ❑ pD I. OTHER 3. DRAW SKETCH OR SMOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,GIV1hv' DISTANLES FROM PROPERir uNGS. (SETBACKS OR PROJECTqNS INCLUDED) SPECIFY NORTN STREET NAME $HOW DISTANCES FROM TME MAIN BUILDING TOAWOINING HOUSES,STREETS, 4N0 GROPERTY LINES;ON IRREGULAR IATS,SHOW LE$I DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIflE 180 DAYS FROM THE DATE OF ISSUANCE IF WONK IS NOT STAflTED WITHiN THAT TIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATELICENSENO. 03Z5 STATELICENSENO. ALUMIMIMN7RE UMDERSIZE B ILLEGAL FLOOR BSM IST 2ND 3R0 4TH N0. ~UpN E~p ~ ~dI ~ WATER CLDSET B FORCEO A TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE ° AMPS BATH TUB STEAM - BTU CHANGE SERVICE - AMPS SHOWER AIR CANDITIONING-8TU LI6HTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-GFCUITS WATER HEAiER Refri eront Group Pounds Cl+or s UTILITY(RANGE,DISPOSER,ETC) AUTO. WASHER DISH WASHER AUTOMA7IC SPRINNLER SYSTEM FIXTURES WIRING MOTORS 9 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OL.D WORK OTHER MOTORS OVER I HP T01A1. FIXTURES ~ REMARKS I hereby acknowledQe thot thie aDOlico- fion u Correct and underatand thai I Connot start this Grojtlet until thia oODli' eotion is op9roveA. I 0oll comply witn fM lawf of the State ol Colorado and to ihs Zoninp Repulations ond Buildinq Code of fhe Cily of Wheot Ridpe. Any violotion of the above ferma will couse immediate rlvoCahgqL'e"i5 Der ii PERMIT FEE USE TAX a vd TOTAL FEE ~ $ /y. vc) UN~ESS.RECEIPTEI NOT~Al~D~! iT .D ~ ~ kf I G, ~J CHIEF BUILDING IyKPECTOR,City of Wheat Ridqe - Gj.- 2_ 0 - q / CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS P.O.BOX 638 TELEPHONE: 303/237-6944 Th@ Clfy Ol NUE • WHEAT RIDGE COLORADO 80033 7500 WEST 29111 AVE , ~lVheat GRidge ~ ~11C;~ ~I, TRANSMITTAL LETTER 70 : i.Ii rc+ The items Q a) ~b) Date: S Z File No. Subject: .N12S.lhl3'Wb! \A STA listed below, which are: lig Attached; ~ Under separate cover; are: Transmitted herewith E]Approval ❑ Return ❑ Signature(s) Returned herewith: Approved F]Disapproved for your: M Information/Files ❑ Review/Comments ❑ Other ~ Approved As Noted ~ Other Additional Comments: copy to: Action/Further Processing ❑ Corrections/Revisions 0 For Revision and Resubmittal By: t~ . Pa-84-oo4 "The Carnation City" CEPARTMcNT OF COMMUNIT7 DEVELOPMENT MMc~~ 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0 237-6944 Ex7. 255 P.o. eoX 63e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAIID ONLY WHEN SIGNED BY THE CH~Ef BUILDING INSPECTOR ANC RECEIPTED BELOW. MIT APPLICATION FOR MISCELLANEOUS, JOB ADDRESS OWNER .CONTRACTOR ~ qs ~ ~_~F--! aC~r-~f--DDRESS ADDRES$ _L_L~I -`-f~` ~"A'l~ PHONE ~'S~af /'v~O / ZIP CODE ~ Cru I ZIP CODE d z" 1- WNTRACqTPNICE/ $ CITY ~ nnrF 3H ONE - ui.~rvo~ rvv. I - -r- I. TYPE GrounO❑ Woli❑ Proiectinp❑ 01Mr SorDFeee 2. MATERIAL _ Total SQUara Fset N $IGNS 3. ILIUMINAT10N Yo❑ No❑ TYDS Elxt. Paimil o. SET BACK FROM PROPERTY IINE N 4 _ 5__ E _ W Zone_ _ ADDrmad,ZOna Inspeclor . ❑ roved i (SDKily which ie tront ) ❑ ❑ ❑ sapD D 1. TYPE SolidO More Than 90% ODanEl Lost Thpn B O% OW^ ht H i ~ MATERIAL e p FENCES - SET BACK FROM PROPERTY LINE N 3 _ S_ E W Zon* _ ADDrwed,Zons Impeeta . ❑ vad Di (Specify whieh ietront) ❑ ❑ ❑ eoDOro Z / ~J4f ~ ~ . a . I. O~F EXiS~i'v~✓ ~ ".~L_~ c ~ 51s~'~.-~- ~~1 ~'C<~G!/% OTHER 2 FLoul S4/1~c-"7> ~ ~ ~u'SP• 'T~"_~I a. DRAW SKETCH OR SHOW BEIOW, THE FENCE,SIGN,OR OTHER STRUCNRt,UrvInn amiwnIw (SETBACKS OR PROJECTIONS INCLUDED) _ ~ SPECIFY NORTH nvm , STREET N4ME $HOW OISTANCES FROM THE M41N BUIIDING TPADJOINING HOUSES, STREETS, CND PROPERTV LINES; ON IRREGULAR lATS, SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WOHK ONLY UPON VALIDATION BV THE BUILDWG INSPECTION DIVISION. PERMIT WILL EXPIRF 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT iIME. ELECTRICA~ PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. SiATE UCENSE N0.__, _ AWMINUM WIRE UNOERSIZE 8 ILLEGAL fL00R BSM IS7 2ND 3RD 4TH N0. NEUCircJeOns GW 041 Propaw EletSolor - WATER CLOSET FORCED AIR - BTU ~ TEMPORARY METER WASH BOWL MOT WATEH - BTU - BTU NEW SERVICE AMPS BATM TUB STEAM AIF CONDITIONING-BTU CHANGE SERVICE-AMPS SHOWER OTHER L16HTING SINK REFRIGERATION SVSTEM HEATING GARDAGE OiSP POWER SUB-QFCUI7S WATER HEATER Rehi eranf aloup UTILRY (RANGE, DISPOSER, ETC ) AUTO. WASHER PounAs CAar e AUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTOF25 9 CONTROLS FlJXXt UF7AIN SIGNS URWGL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OiHER MOTOR$ OVER I HP TOTAI FI%TURES I hereby ocknowledqe tha1 Ihis ap0I'ca' tion is correct ond undersfand iM1ai I tonnot start 1Ais Drojntf unlil this apDli- cotion is ap0raveG. I sholl comDly with ihe lowa of the Stote of Colorado ond to the ZoninQ Repulatione and Buildinp Code ofthe City of Wheat Ridpe. A n y violotion ol t e above terme wJl cause permit immediate r vocatio f iPis ~ p~ica la~arv R PERMIT FEE USE TAX "o~"~`'°yuy ~SU ~CEiMED TOTAL FEE APPROVED /t~7N/ CHIEF BUILDIN NSPECTOR,Cityof Wheat Ridqe ✓ CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE - Date Issued ~ ~ - FOR INSPECTIONS 171/',l C'/jsTLE 1ySs-//3~ r ~Ir/,9/!~c-e..,/~ '.~4f-~r / 7'o S;'r✓K ♦`n/ ,Jr> n~i,o a S ~ C~~uSc i I~ 4 } ~ ~S h ~ ~ f~ ~ RPpROVED JC[ini,^.: t tC r •,i Wh;t.it . .,r. ;L_ .~1-/G~~" clan Checker /j( rtt IJ~v,.Jcf )l ~ s-~- p ~ d 9.24 1 rie-, lywdkE,z r~s ~ ~/~~✓c~ 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.0 . BOX 638 THIS PERMIT VALID ONLY WHEN SIGNED BY DEPARTMENT OF GOMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. CNI JOB ADDRESS CONTRACTOR ADDRESS CITY Zi CODE ~ PHONE -~S~- LICENSE N0. 3 Z__ ~ L TVPE Ground❑ 2. MATERIAL ❑ SIGNS 3. ILLUMINATION Ysa❑ No 4. SET BACK FROM PROPERTY LINE (snaeifv which ia f rMt) _ I. TYPE Solid~ Mora TAOn BO% MATERIAL FENCES 3 SET BACK FROM PROPERTY LINE N-- ! (Soecifv which is froM) _ ❑ I. OTHER Z a OWNER ^^f~"'y^/~ADDRESS PHONE CONTRACT PR~ICE $S DATE ---L~ RECEIPTED 0EL PERMIT N0 ME91-014771 ZIP CODE !~f[[tc Proiectin4❑ OMer SorDFOCe~- Total SOuare Feet Elecf. Permit No. w Zons_ Apprwtd,ZOnO In"cta E Lee, TAan BO% OMn HeipM _ w Zone _ ADDraW,ZOne InsDecta INSPECTION TICKET RUCTURE,Gtvi INSPECTION TICKET RTV LINE JOB ~(JryQ Cjr JOB ~ X~i~i7 Y ADDRESS ~ ADDRESS DATE: BLDG. PERMIT# PERMIT# BLDG. SUBCONTRACTOH DATE INSP. REQ. A wd" S~L r~ T TYPE OF INSP. F INSPECTION MADE T REMARKS AL NO _ W.R. FORM 6-19 J iMERS 9 REG' TO OLD WORK JVER I HP k ~ I Mreby ocknowlsdqe thot lnis o0011co- fipn u correct ond understand that I cannof atart this project until thia apD11' eation if oDDroveA. I shall comply with th, low, of the Stote ol Colvado ond ro the ZoninQ Hepulotlons and Bwldinq Code of 1he City ai Wheat Ridqe. QnY violafion of the above ter-me will coNSe DATE: 9-Z 7-q / BLDG. PERMIT# BLDG. RTY LINE SUBCONTRACTOR PERMIT# DATE INSP. REO. S,STREETS,Ai >ISTANCE. TYPE OF INSP. -t~7rz-SS / - ~ ~ LECTRIG y2/W u/6/ CATED WORK INSPECTION MADE i OF ISSUANCE ~ ~ ~ IBING PERM REMARKS :NO ke C-L ISM IST 2 / /-I c /C S C)/( W.R. FORM 619 Wql[I( hCMICR AUTO.WASHER DISH WASHER FLpOR DRAIN URINAL SEWERS OTHER TOTAL FI%TURE$ r #PERMIT FEE - usE Tax ,vk) A-f TOTAL FEE CHIEF BUIL INSPECTOR,City of Wheat Ridqe v Issu A NOT VALID UHLE55 Kitfurl CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS INSPECTION TICKET Joe ADDRESS DATE: BLDG. PERMIT# 4G&6 PERMITN BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~TYPE OF II INSPECTIO REMARKS Q~ /-R-~l' d✓+t~ Gli INSPECTION TICKET Joa y g ADDRESS v o 'S~ ~t- ~,~V'l. 6~b DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. i/d^~t - SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADEy.~ REMARKS W.R. FORM &19 ~ INSPECTION TICKET ,loe L( fylj ADDFESS DATE: BLDG. PERMIT# PERMIT# BLDG. SUBCONTRACTOR a'(U NZ DATE INSP. REO. TYPE OF INSP. e'~'~~ `Lj"f6 °/2 INSPECTION MADE REMARKS ~ L / 7 4 L~ ~G~GG INSPECTION TICKET JOB ~ `<Y ADDRESS ~ DATE: d --BLDG. PERMIT# V6&'6 PERMIT# BLDG. CONTR. ~L4~v✓t SUBCONTRACTOR DATE INSP. REO. J TYPE OF INSP. -L1' ~ INSPECTION MADE 4 - 4~Z REMARKS ZC~ W.R. FORM 6-19 / / ` C /G_ i y O INSPECTION 71CKET JOB ADDRESS ~ g o--j DATE BLDG. PE MI M~F' g~ BLDG. CONTR. PERMIT# lJ- d-(S SUBCONTRACTOR ✓ln DATE INSP. REQ. ~ `?tl TYPE OP INSP. Z INSPECTION MADE REMARKS ~ INSPECTION TICKET JoB ADDRESS DATE: ✓ BLDG. PE MITAz Vglf PERM ITN BLDG. CONTR._ u SUBCONTRACTOR L ~f•~ DATE INSP. REQ. TYPE INSR INSPECTION MADE REMARKS W.R. FORM &18 INSPECTION TICKET JOB \ ~ /e~(_ ADDRESS /SH 1~ 7 c ~ DATE: BLDG. PEIiMITM ~~bG PERMIT# BLDG. CONTR. (~l d i? SUBCONTRACTOR DATE INSP. REO. o-a 0 TYPE OF INSP. - J ' ~ 4ti INSPECTION MADE ~Z c qS REMARKS D ~ ~ W.R. FORM &19 - 5 INSPECTION TICKET JOB ADDflESS /-(yUU 7`4 3 c`Y rS 't 2 DATE: BLDG. PERMIT# 4(6 b'e PERMIT# BLDG. CONTR.AiAFSvi IIP /11 401, SUBCONTRACTOR DATE INSP. REO._ TYPE OF INSP. S/"C"-t---L I~ GU INSPECTION MADE REMARKS W.R. FORM 619 e INSPECTION TICKET 61 -7-S INSPECTION TICKET JOB ADDRESS DATE: BLDG. 4 M TN (66 (f6 PERMIT# BLDG. CONTR. ~ SUBCONTRACTOR C-C~0 DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS cC- INSPECTION TICKET JOB C ~ ADDRESS LI 0 ~ ~~-nc ~ l > ~ DATE: 2`98 BLDG. PERMIT# ~I6b 6 BLDG. CONTR. t T j PERMIT# SUBCONTRACTOR ~I~ _ DATE INSP. REO. TYPE OF INSP. r~ v INSPECTION MADE~ L~ REMARKS 0/(:- 4~_(J W.R.FORM 619 ~ JOB ADDRESS 3 9L. DATE: Z L BLDG. PERMIT# 4U to_ PERMIT# BLDG. CONTR. a i P SUBCONTRACTORjC-mf DATE INSP. REQ. TYPE OF INSP. . INSPECTION MADE REMARKS 4W ~ INSPECTION TICKET JOB ADDRESS DATE: ZO-/ BLDG. P~MITM PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. R Q. TYPE OF 1 SP. INSPECTION MADE Z-"REMARKS W,~ ~ W.R. FORM 619 L. / ii 9 14 INSPECTION TICKET JOB l ' ADDRESS DATE: IQ c) BLDG.PERMITN Cn5~6 PERMIT# BLDG. CONTR._ U SUBCONTRACTOR ~ DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE X) GtJ~ e.Jti u REMARKS U" /O 2o g~ ~ INSPECTION TICKET JOB ADDRESS / I DATE: / v`a I BLDG. PE MITM-lv6&~ BLDG. CONTR. PERMIT# ,f 0 SUBCONTRACTOR DATE INSP. REQ. /'O-3/ TYPE OF INSP.ADE ~ o 2 l INSPECTION M REMARKS ~ INSPECTION TICKET v JOB ADDRESS a-'- DATE: BLDG. PERMIT# BLDG. CONTR. PERMIT# 't SUBCONTRACTOR DATE INSP. REQ. ~ G ✓ TYPE OF II INSPECTIO REMARKS W.R.FORM 619 11 W.R.FORM 619 / ! t,?EPARTlIIIENT OF Pt.ANNING AND DEVELOPMENT Building Permit Number : 6171 "°BUILDMIG 1htSPECTfON DIVISION - 235-2855 CITY OF WHEAT RIDGE Date ; 11/4/97 7500 WEST 29THAVENUE WWEAT RtDCaE, CO 80215 Property Owner : Property Address: 4600 TABOR ST Phone : 421-4161 Contractor License No. : 18567 Company ; Sturgeon Elechic Co. Phone : 2868000 OWNER/CONTRACTQR SIGNATURE OF UNDERSTANDING AND AGREEMEMT I nerebvi certitv tfia! tne semacic aismnras oroonaee bv enis oertnk snuiication sm amu.ate. the (OWNER)(CONTRACTOR) SIONEp/I Description : TENANT FINISH ELECT Apptovat: Zoning ; Approval : Approval Occupancy`. Walls (BASEMENT) ConsWclian Value : ` $20,000.00 pertnit Fee : $281.00 Plan Review Fee : $0.00 UsE TaX : $240.00 Ttrtalt ' $501.00 IG bEPARTMENT USE ONLY Roof : SEories : SIC : Sq. Ft. : Residentiai Units : Electrical License No : Piumbing License No : Mechanical Ucense No : Company : Company : Comparry : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) TfiiR Pa'm1t Mni bNbtl in Lcooidel+cs iMM tl1ePvAWws tel forth iny0pur epplkietlon end i6yupjed to Ne W+8 of tlce StaO►dCdoletlG an0 fo tlM ZaWp ep ardg~ COda oflMmat eRitlps,~Cdaatlo a afry othw tVWkaMS adinenas of IM City, TftlMtupiirm~i[ ehalf ezpks~~ Ma wak~ or~z M not wnrnencetl wMhln s&tY (M daY+hom Isaue date a(B) the budClnp.Mtlhorixad b suapaMetl or aqando~+od for ~ ~7eflotl of130 (9) Nthb P~ ~MM. a Mw +riaY be acqWretl tor a fee ot a~ehalf the amount nwmalN reWkeO,provMed no clrn~e Mva besn awql M maCS In the uiyna~ Wmp a~d ~pxa +ny sbna ehendonment hm nd ~ceedad ana Y~r. It chenpee sro madma H aaparobn ar abenGOnment eacceetls ane (i) Yew'~ f~W fep alroll bB pa~~ nawpemYL . (41 No work ~ M~y mPAnef Nq~l bs tlone tlat wiq qisnpa tlu rlaWrel Ilaw d waUr a tl~ainaps prObbm, (B) Contracbe ~~BYRdinpkaDBCW(~r pMrent~'iwr (24) houn In atlvance tm aH and ~haN recdve wrNton epWOVe~ on ~ns0~~ eatd bebie (81 IBWer%;e oS i 9t ~M/roNW o(irawlipt ~d spedflatb~u ahall irot be aonstrued to be a parmit torna an 6pprovN W. anY NWtlon of the pmWsbna p(~/Irp or angqIy//~ ar8nenw, lew~ Me a ~eBuletbn. . . 'H15 PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYDR CALL: 234-6933 24 HOUR3 PR10R TO iNSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Qr.P~isr lJomc f<ssoc.~nr~aa oF rrie ~accY /~~~n'Hi✓S Property Address :`13c~) i Mkie sre~,-r Phone :ilA / _L/ Contractor License No. ~ '-5 -&"r 4 CompanY : S77/e6Ed,J Phone :a86 97 59(9~ L xr3/z~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :,,~d, oo 0 i hereby certify that the setback distances proposed by this pertnit application are awurete, and do not violate applieable ordinances, rules or regulations of the Ciry ot Wheat Ridge or covenants, easements or restrictions of retord; lhat all measurements shown, and allegations made are accurate; that I have read and agree to abide 6y all wnditions printed on this application, and that I assume full responsibiiiry (or compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE - / " a- DATE 11 F1 /+C L o G r"~ f]eserintinn • Piumbing License No : Company : BUILDING DEPARTMENT USE ONLY Zo-ft7nC3F~~f~it5~ SIC : Sq. Ft. : Approvai: Zoning : s-uliaina c~-. Approval: PQbl - 11,- Approvat : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: IN FA~ (t) Thia R (2) Tlts aWi (7) Uthi (5) (8) Expi2tion Date : Approval: 0 ~1~Ii9!RSEUIfB~J~ Permit Fee : Plan Review Fee : Use Tax : Total : Mechanical License No : Company : Expiration Date : Approval : n FMSSRidUtC6'tl~ waa luued In xwrdance wiM tlia provisbna xl toM in yopur aDPlicalion an0 is wOiaU to the laws of tlia State of Calora0o an0 to tla Zoning Buiiding Code ol VMeat Ritlge, Cobrotlo a amy olher aOWicable orlinances ol the Ciry. uqro if (A) tlro vroAe auVwnzed is ml commenceE wiNin auiy (60) days fiom iuue date a(B) the building aulhoAZed is suspenEed w ve~oa or 120 aaya. 'aae, a new pemul may Oa ecquircd Iw a fee o/ one-half the amount nomulry iequired, OroviAeC rw Uanges have Eeen w will Oe matle in the tl tpetlfinibna arW any suspensbn a aOaMOnment tus not e:ceede0 om (1) year. If chanqes aro made w if suspenaion w aEanAOnment year, NII (ees al+all De paiE ior a new pertnit. naniMr shaB De Cone tMt will thange the naWnl Ilow of walet ausing a tl2inage DroDlem. iroUry the BuiWinq Insoetfu lwenry-four (24) twun in aEVance for a11 inspeclions and shall receive wntlen approval on Inspection wM Eefare suxeesivepAa eas of the ja0. a permit or the ipOroval of drawinga anE specifrcationa shall rot Ee wnstmeC lo Ee a permit br, nor an approval o( arry violalion o( Ue provisions DEaa ot any otner ortlinance. Ww, rula or rcqulatbn. ol the EuilEhp 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 Permit Number : 6153 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 10/30/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 4800 TABOR ST Phone : Contractor License No. : 18050 Company : Allen Plumbing & Heating, Inc. Phone : 484 4841 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : TENANT FINISH PLUMBING BUILDING DEPARTMENT USE ONLY ;~M~ryM~ SIC : Sq. Ft. : Approval : Zoning : 0.~~~~4 W"INN019 Approval: M. s~~~~M, MM Approval: Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : $11,463.00 Permit Fee : $188.00 Plan Review Fee : $0.00 Use Tax : $137.56 Total: $325.56 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company: Expiration Date : Approval: mna~ Expiration Date : Approval: m Expiration Date : Approval : A - (1) This permit was issued in accortlance with the provisions set forih in yopur application and is subjed to the laws of the State of Colorado and to the Zonin9 Regulations antl Builtling Code of Wheat Ridge, Coloraao or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) the work authorizetl is nol commenced within sixty (60) days from issue tlate or (B) lhe builtling authorizetl is suspentletl or abandoned tor a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provitled no changes have been or will be matle in the original plans and specifications and any suspension or abantlonment has not exceeded one (p year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paitl tor a new permit. (4) No work of any manner shall be done [hat will change the natural flow of water Causing a tlrainage problem. (5) Contractor sh I notiy the Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceediingw' h successive phases of the job. (6) The issuan of a permit or the app I of win95 and specifications shall not be construed to be a permit for, nor an approval of, any violation o( Ihe provisions ot the auild g cotles qqany ot . r o inan , law, rule or regulation. Chi u ding inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Oct-22-97 08:58A DEVREVFAX 303 235 2857 P.04 _DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIOGE Date : IU~~al~l7 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Propefij Owner: ~(aPTIST Rame PropertyAddress: ~{$pp "MlOOlt- ST~-E'e I' Phone: Contractor ticense No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certily lhat the selback distances DraGosed by Uis pertnit JIDOIiUlion arc xcunte, anC do not violate applicable ordinances, mies or regulations of ihe CAy of Wheat Ridge or covenants, easements or restrictions o( reeord; that ail measurements shown, and allegations matle are accurete; Mat I have read and agree to abide by ali conditions printed on lhis application, and that I assume full rcsponsibdRy (or tomphance wilh Ihe VJheat Ridge Building CcCe (U.B.C.) and all other app7inble Wheal iti9y"inlnces~f~kynder tAis pertnit. / (OWNER)(CONTRACTOR) SIGNED Description U Construction Value I y(Q3 vD ~ Permit Fee U_.00 Plan Review Fee : UseTaz: Total: BUILDING DEPARTMENT USE ONLY Zoninifi SIC : Sq. Ft. : Approval : Zoning : 6u7fHing C en Approval: P Qt31 fG7 W6TK5~G'di tlRSifits-:1 Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : 13 Mechanical License No : Company : Company : Al l(7n PI um~rg Company : -nc°.. Expiration Date : Expiration Date Expiration Date : Approval: Approvat: Approval: ig LPi!IT3agmege~ o aWRSauirsnM ~ ~~rts~sqmre:a~ (1) ihia pertnilvns Issued M ac Regulations sM BuilEu+y Cc (21 71~is pemul slNq es0,ire d(A; aWnaone0l« s perwE ol 1: (J) Irutis pamit e:pircs. a new original plw aM speciGcali eaceeCs one (t) year.lull fei (a) No woAd any mannel Shal (s) eavr.cta fnsn notily tne ei pnceeGiinq with sucxsa+re (6) T1ie iswance of a pemA or I 0f lll! W11041Q mdH Of any lanta wiM Ne proNSkns fel IoM in yopr appYOlbn aM Is suCjecl lo Ne lawa of Ilie Slrie of CabraOO anE b IM Zaninp or Wneat aitlye. cowraao «am aner appunWe «dinances W we Gry. wprk suthonzcy if ipt comnenccd wiVYn shry (00) Cays trpn issue Eate or (8) Ne DuilEing aulhorizeE is suspended a sya. ~ul may Oe xVuireE lor a/ee of ane-Mlf Me artaunt nonrelly reQuireC. OrwiCeE no chanpes Mve Oeen ar will be maEe in Ne and anY fuspMSbn OfaOanAOllmenl lus nd t[C!lCeE me (1) ytar. If CUnqes are ma00 u il suapenslon or a0an0oNnenl nan x paia wt . neve vemwi done Nit will Uange tMe nalural Ibw of watM causinq a Erauwqe Wo01em. . p InspecYOr Iwenry-lour (74)1lours in aCqnfz /a aA inspec4a+s an0 shap receive written apprwal on inspectlon GarE Oelae ses d Ne bD. aooroval oldrawinqs an0 spedr"tions atwtl ml De mns4uc01o Oa a pertnil rw. rwr an sDWoval ol, any vioWtion of Nc powsiou If Oldi0i0Cl. 1iw. NI! M ICflUliU00. Chiet Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILOING INSPECTOR AfJD MAYOR CALL: 234-5973 24 HOURS PRIOR TO INSPECTION 4DE _V~Lt~I~MENT Building Permit Number : 7134 - 235-2855 CITY OF WHEAT RIDGE Date : 5/27/98 7500 WEST 29TH AVENUE ' WHEAT RIDGE, CO 80215 Property Owner: ' Propetly Address : 4800 Tabor Street Phone : 424-5589 Contractor License No. : 17320 Company : Dover Elevator Co. Phone : 790-8566 OWNEE2lCONFRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT F 1 hereby xrtify that tlro setback diatancespropoaed by this permR appBcation are accurate, and do not Mlolate a deaGk orclinancea, tules or regulatbns of the City M Wheat Ridge or covenaMs, orrestriGions of recaM; that all meaauremenW shown, and ons made gro aoiaitate; tly~t 1 have read ondagree to abide by ell co~itio~ printed thapplication, aild Met I essumetuli responsibil'rty Mr compe Wheat Rk1ge Buflding Code (W.B.CJ and ell other applicable WheatRidge ordmances, for work under Mis permn. (OWNER)(CONTRACTOR) SIGNED DATE Descriptian : Repair and replacement of elevator/s to maintain code BUILDING DEPARTMENT USE ONLY Approvat: Zoning : Approval : Approval : Occuoancv [ Walls anstruc6on Value : ' $28,949.00 Permit Fee : $397A0 Plan Review Fee : $0.00 Use Tax: $449.24 Total: $846:24 Use: SIC : Sq. Ft. : Roof : Stories : Residendal Unit,s : ElectricaF License No : Plumbing license No : Mechanical License No : ' Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : APprbval`. Approval : Approval : (1) '1'Ms pMng qas.lseued in ecCptlance wiM the provisbns aet torlh in Yupw ePPlicetbn entl la subleU ro the mm a the sute a caorsao ana ro m• zoniw RepllMtbnt gM Bulldi CoCS of Wheat RWUe. CObtatlo or eiry other applicede ordinances of ihe Ciry. . (2) TTb PemiM MaX.e~ire~ G°~ YM wak aufhor(zed ia ml mmmencetl wNhin Nzty (80) dari fiomiaeue Eate or (B) the buiWin9 flWwfized ia auSPaMed a atwwa,aa tor a.oerwa m r~ZO aays. ~ (s) If U~la P~~~ exP~, a new Pertnn mey be aWuirad for a tee W one-hsM tne amount normalN re9uked. praAtled no chanpes heve been wwdl be maGe in the oripk~tl p~ns arM spedficaUons md arry suspenswn or a6andonmaM has not exceedeE one (1) yea~. M cnsngea are made or R auapenebn a atieMonment . excaeAS ona (1). year, NN fees s~all be paid f~ a new oertMt . (4) Fbwoik of any ~neniror shaB be tlaie Mat wN change iha nalural Mow olwater nusing a tlninage problam. . . (Sy ConV9Ca eheB tqtl~y the Bupdhtlp&e~pe sInsoecto1or lweMyfau (24) houB in edvenee for ell Inapectlons eM ahaN re~ive wrille~ aPP~`~~ ~ inapeCtbn artl bo/ore . (9) . ~ wM'a pam~iH a tlie approva~of 4swinps and speGficetlona ahali rrot be cons6uetl to be s pemit for, nar an approval of, pny vblatlon W tM provisbne ...Of dIB ~tl~~d~llQ OO~BS Of 8fly OdIBf WN411f13fIC8.18WNI@ Of f8QU18MOf1. Ghisf Building Inspector THIS PffRMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WESr 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-8944 EXT. 255 P.O. Box 83e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIIDING INSPECTOR AND RECEIPTED BEIOW. At'NUL;aiiVN FoR MISGELLANEOUS PERMIT JOB ADDRESS 4800 Tabor St. Wheatridee, CO 80033 OWNER $aptist Home Assoc. of the Rockv Mtns. CONTRACTOR Dover Elevator Company qDDRESS 5280 Vivian St Arvada, Colorado ADDRESS 6374 South Racine Circle PHONE_(303) 424-5589 ZIPCODE $0022 CITY Englewood, CO ZIP CODE~ $0111 ONTRACT PRICE $ 29,949.00 PHONE (303) 790-$566 LICENSE NO. I 1 JL~/ 1. TYPE Ground❑ Woll❑ Proieefinp❑ Ofhsr SaDFaee SIGNS 2. MATERIAL 3. ILLUMINATION Yef❑ No❑ 7ypa Tofal Squon Faet Eloef. Permif No. 4. SET BACK FROM PROPERTY IINE N (SVecify whien is front) _ ❑ S_ E ❑ _ W ❑ ❑ Zono_ Apprwad, 2one Inapseta Disopproved i. TYPE Solido Mon TAOn 80% ODsnO Leu Than 80% Open 2' MATERIAL Hei M FENCES 3. SET BACK FROM PROPERTY LINE N (Spscity whieh it froM) _ ❑ S_ E ❑ _ W ❑ ❑ p Zono_ Apprwed,Zons lmpeeta pisaOCrovad I. OTHER Z 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhG DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTIONS INCLUOED) ~ SPECIFV NORTH STREET NAME SHOW DiSTANCES FROM THE MAIN BUILDING TQADJOINING FKK1SE5, STREETS, AND PROPERTY LINES; ON IRREGUTAR IATS, SNOW LEAST DISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATtON WlLl BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPqJ VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAVS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITH#1 THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PlUM81NG PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUM INUM WIRE UNDER SIZE 8 ILLEGAL F1.00R BSM I ST 2N0 3R0 4TN N0. Fl1ELCircbOno Goy dl Propons Cod Elx Solm NO. WATER CLASET FORCED AIR BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LIGHTING SINK OTMER HEATIN6 GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Retri aranf Group UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER pounds CMr e FI%TURES OISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS BiCONTROLS FLOOR DRAIN EIEVATOR yyy SIGNS URINAI. TRANSFORMERS d RECTFIERS SEWERS c ADDITION TO OlD WORK OTHER MOTORS OVER 1 HP TOTAL FIXTURES I hareby acknowledqe ihot this oDPlico- ti0n is COnecf and underafand that I eonnof afarf this project until thia appli- cotion is opOroved. I shall comply with the laws ot the Stote ot Colorodo and to the Zoninq Requlofiona ond Buildinq Code ofthe City of Wheaf Ridqe. Any violation ol the obove ferma will couse immediate rev , tio of thia ermit. 7 s~o~aw.. PERMIT FEE I USE TAX I -354q--3 9 I I TOTAL FEE I$7cc on I APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,Cityof Wheaf Ridqe Date Issued NOT VALID UNLE55 RECEIpTED aQ , Z4 ~41~,z9 I q,~5 d L-a- CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS r, Building Permit CITY OF WHEAT RIDGE 7500 West 291H Avmue Wheatridge, CO 80033 303-235-2855 , ,4" 'y' 4tyotVMeatlRdpt Commercial Roofing Permit Number 19163 S/30/2005 Inspection Llne 303-234-5933 PROPERTY 4800 Tabor St UIIIt: OwtvER: Mountain Vista Retirement Community (303) 421-4161 Description . Install Taznko 30 yr. Heritage System 199 sq. ft. Pitch-5/12 i`5m the manufacturer shatd tie ~0 bn4 f~)Ai^, ftrtal iOOf fnepecttorr wl:ich speci,~'y ~br~ Af3&!l~vJnLv have been irrstallzd to meet ` 'j 4~i~tt3t~ii~4'a~e~nd wincf ,qsrst-.-II1~' (90 j!!1D~;,u,%,''~e'",S+j }I:PKw sGod,-UDfi). Units: Occupaucy: Walls: Roof: Stories: SqFeet: 1 herebY mort1(v Nat We sMwdc dYfanea propond bY th4 pe'mit apptlutlon ore eauntq vnd Ao not vbhte applkWk oNlamtty rWn ar reeelatlovf ef We Clry ef Whu[ Ridge or rnvduab, wweeb or ratlicllov of rerord; tho[ 69 meuunmeob ahoxv, ood aOeeafbos wde are aaunle; that 1 Wve nW md ~Qee ro abWe by ellcoeAltlov. prlvbdautltle~ppikWon,mQthatlusomefWlropooslbitltytorrompWOCewit6theWhutRWCe B WeCOA< B .)aod a9 otbarapplbEk Wheat RIdHe onAinuver, for wort onder N1s~erm~-.~ f-< 1 ]T4 pemilt wu InuM NMcortlava wiN t6e proVlibna iM forlh io your opplkatbo aod le aobject ro the lawa of 16e Sh[e of Cobndo "d 10 the Zeebe Reqelatbw Md BeildivL Code of Whut RIaCR Cobndo or My o0er opplko6k ordimntn of the City. 3 'ILis pe~mlt Y~11 eapire HIA) Ne worlc autborbeJ 1~ uot mmmencd.rithlo aL~ty (60) tliya (rom I~me da~e or B) Ne bu0dlne ~utho~fud b~uqeadetl m m,moo.a ro.. P.rwa.nxo a,r.. J ItlhYpumitespira,. vewpermitmrybeMqviredfor. faafon<htlfNewouotnoemaYyrtqutrM,pmvWMmaLugahrvebunorMlbemWeleWe orle4ul pWnuvd epetl9Mtlom aod my aurydulou or Waodooment hu m[ excttded ooe (1) ywr. If Nmgu arc mWe or If muspesYOn ar abmdoemm[ exceed oee (1) yev, fvll fm Al0 be Wid for . oew permit. 4 N. rart of tvy mmoa pull be done NM wN alwee the vatunl0aw ofwahr awloe . drNnqe PmLlw. . 5 Contrmcbr MN votlfy M1e BWW4L InsPMmr twenty-four (iQ houn lo Mv.en for .D ImpeNOw aod slWi rtalve wtlnen ~ppmvd M IvtpaYloo aW be(ort pmttedNg Mth wttalve pM1ud of Ihe Job. 6 The Wwom of m pemit w tbe approvd ofAnwiop aod spalMatlone ehJl mt be eomemed w Le a permlt t r, nor ao approwl a4 MY taVd^a o(M1e prov4bm ottb! bylikWrJU or hw, mk or reCUWbn. Tuesday, August 30, 2005 Page I of 1 -'uildinj Perntit Appliafion City of Wheat Ridge Building Pemiit Applicabon Depattmenc of Planfung and Developmen[ IButlding Inspectlon IJne: 303.234.5933 BuUding Permit Number: Clty ol Wheat Rldge i7500 West 29th Avenue ~ I Whea[ RidRe. CO 80215 303.235.2855 ~ Date: ~Property Owner.l`vj.j - I oi,...... . -'1 t% 1 irroperry Aaaress: %iteM Zd~K -tbv ~ ~ ~ ~ Canvactor Ucense No: ItZ,1'}Z Company: t 1~ Phone:~ \0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT v M I hereby certlfy that the secback dlstances proposed by this perml[ appOcaGon are aaurate, and do noc vblate applkabk ordlnances, rules w reguladons of the Gty o[ Wheat RIdEe or CorLSUUCtIOn Value: w venancs. eaaemena or restrlctWns of recotd; Nat a0 measurements shown, and aUegauons made are aaunce; that I have read and agree [o ablde by aY rnndi[lons prlnced Pemlit Fee: on thls applicaUons and that I asaume full responslbiYty for compllance wlth the Wheat Plazf Review Fe6: Rldge Bullding Code (U.B.CJ and all other applkable Wheat R1dge Ordlnances, for work USe TaX: 'under thls permit. \ 1n Tocal: I(OWNER)(CO OR) SIGNED:~~ lia~M~~ 1`l w ~ DATE: OC ~ + . - , IDescripdon: • - - ~ Building Deparement Use Only - I I , IZoning Commencs: SIC: Sq.Pc.: Approval: Zoning: Building Comments: IAoProvaL• 11?!; ? (1 7005 ~ IPubllc Works Comrqents: - ~ ' APprooal: ~ ~....,M lEleccAcal Llcense No: PlumWng Lcense Na: MeehaNCal License No . iComP ~Y ~ COmpsny: Company: I IExplradon Da[e: ExPUatbn Date: F:plntlon Date~ 'APProval: APProval: Appmval: (1) This pernit was fssued in aaordarwe WO Iho prWaons eet foAh h yoW eppYCetlon and is subJect a tle IaMa of Ihe Stib of Colaado and to IAe loning RegulaUons arW Buiking Cade ot Wheal Ridge, Cobrado a any olhx eppkable ordxieiae o( Ihe City. (2) Tnis permit sAaN expke H(A) Ihe work auftrixad Is not camianaa w11Mn a* (90) dayy 6om issua dea a(B) tha bWldiny eutliorized is suepended a abWaned ta a peilod o1120 tlaye, flle:N/EywwwrooUdlydevlbuildlng-psrmlt appliwtion.Mm (1 of 2) (712l206210:22:41 AM] Z0 3Dtid ONI 9NIA0021 -13OX3 Zb49T9LE0E TE:80 S00Z/0E/80 08/30/2005 08:31 3037616442 EXCEL ROOFING INC PAGE 01 3560 S. Linoola St, 8nglcwaod, CO 80110 tnm (ao3) 761$492 (3o3) 761-6400 FAX TRANSMISSION COVER Delivez shis masage to:~ \ Datc ' gn,r.r, Pages including this one:--.D ~ . - , . {•'Y .c n _ 'x-, , . ~ . r City of Wheat Ridge . ' ~ Ressidentia112oofing, PERMIT - 080740 PERMIT~NO': 080740 . . . ISSUEA:. 07/01/2008 . JOHADDRESS: 4800 TRtOR . . E$PSRES; .:12/28/2~00.8, ; . . . . DESCRIBTSON: T/0 ald Replace w/ Tamko 30 yr •r+CONTACTS `w*a . . . . . . . . . . ownez :.303f-42-1=41, Moun VIew Retirement ' gc -303f761-6406 J:Bretz . 01-8118'Excel Roofing, Yxic. PARQfiL INEO ZONE CODE: UA USE: UA. SUBDIVISi4N; OOTB BLOCX/LOT#: . . 0/ . . : . wr.~ . . . ~ . **FEE SUMNFARY.*•: ESTIMATED.:PROJECT VALUAT,IQN: :.7975:00. . . . . . . . . FEES . . . . . . . . Fermft Fee 1,173.65. ToCaZ Valuatiqn .00 ~E Uae Tax , . . . . . 1,565.55 . . , . . 2,739.20 . . . . . . . Conditions. 6 nail installation mid-roof inepection required. Hoard sheeting spaeed mare Chen a'1/4 of an inch apart requires plywood overlay on entire roof" I hereby ceYtify thak ttic setbaek.diatancespropoaed by thie parmit applicatiorr are accurate, artd do not violate applicable ordlnancee, rulea or iegulation6..of the City of.Wheat Ridge or covenants, eaeemente orreatrictione of record;that aTl . 'measuremente.ahown, andBllegationemade aze accurate; that I havr read andagree to abide by allconditione~:.pzinted onCh1B - apyhicaGiott and thae i-aseume Cull saeponeibiIity.for compliance w1Ch the Wheat Ridge Building Code.(I.B.C).and all -othes., app S eak Ridge Orel1;8,for rk under this permit. Plane euhjecEto Eieldinepection... S tu ! ntFacro~'F/owntz daCe i. Thss Permitvae iapued in pccoxdance with Ehe provieione eet Eorth inyour apHllcation and is'etibject to Crie Iawaof.the . State of Coloradp and to trie.ZOning Regulations and euilding Codea of Wheat Ridqe, Co3orado 6Y any othlx applicable. ordipancee bf theCity. ' 2. This pesmit eha,ll expire 180daye from the ieeueflate.Requeetefor an extenaion muet be receSVed,prior toexpization. date. Anexteneion.may be granted.at Chediecretion of the Building Dfficial. ' 3.If Chiepoyinit expiree, a new.pecmic may De acquized for a fee.of one-half the amomt nornully.required,pzovaded-bo... . chaageeRave been oYwall Ld.made;n tbeoriginal plane and specificationa and any.euepenaion oial5arrdonment Lae:not exceeded pne (1) yqar:If chatigeehave been or if euepeneion or ahandonmentexceede one (1) pear;full:feea aha}1 - be pA%d:fora new permit. n. No wark'ofany mannerahail be done that will change the naturalflowoL watezcauaing a draina9eprotilem. S. Coritsactarshsll natify CM HtiildSngInepector twenty-four (24) noure in advance for.all inapectlone and.ehall zeceive . . writEen ayprova} on Snepection baid before proceetlin9 with eucceeeive pixaeee of thejob. 6. The isauance of a pemiit or the`appYtlval oE dsawinge and specificatione etull not be coneezued to be a.pernut Yor,'nor, . an ayproval of,.any.vlolaCion.the provieioae.of etie building codee or any otkier ozdinaa<e;inw, rule orregulation. All plan review. iesiab c t aid inepectione. . SignaGUre bL Chief Buillgia Cial ' date . . _ . . . ' ..INS S'C1'tQZPRBSt ' LINBa (303) 234-5933 BUILDINGAFFICS: (303) 235-2855 . 11 REQ~$STS'MU3T E3tMA~D~ BY 3'BM ANX.HUSSNfiSSDAY FOR.INSPECTION:THE FOLLOWZNG BVSIN$SS DAY,• I Fv~"Ear City of Wheat Ridge Building Division Date: O=- 7500 W. 2 9`h A v e., Wheat Rid ge, CO 80033 Plan Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 permitPermit Application Building o ~ Property Address: L[~60b Property Owner (please print) M ~ \ PhoY~e: Mailing Address: (if different than property address) Address: (z . n Contractor: Contractor License Sub Contractors: Electrical City License Company: Exp. Da[e: Use of space (description): MY~C Description of worM. -3D~~ Sq. Ft./L.Ft added: Squares Plumbing City License Company Exp. Date: Approval: SaS~t BTU's Mechanical City License Company: Exp. Date: I Construction Value: E (as calculated per the Buildinp Valuation Data sheefl ~ Plan Review (due af time o/submittal): $ Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thatthe setback distances proposed by this permit application are accurate, and do not violate applirable oMinances, mles or regulahons oi the City of Wheat Ridge or wvenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; thal I have read and agree lo abide by all conditions printed on this applicalion and that I assume full responsibility for compliance with ihe Wheat Ridge Building Gode (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to £e/l~d inspeclion. CIRLCE ONE:: (OWNER) (CONII~ACTDR) or PERSONAI REPRESEM~j7~AT/IVE of (OWNER) ~(CONTRATOR) PRINT NAME: qQ `~'~O SIGNATURE: Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY: _ BUILOING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: El approved wl Commenls ❑ disepproVed ❑ no feview fequlred Bldg Valuation: S w•°- y C N N Q o ?xm w t;~• =o, LL C O F -a 1 h U • ~ ~ N m ~m o ~ t1A U O Z Z O U W a N Z N ~ O. ~ o z M r a E V c d (L N N d 'D L Q a 0 'i a ~ 0 Q ~ ~ a a w 0 Q V ~ 0 c ~~t c`0i o \W .Q } E \ J C y m r ~ co o, a) N cc O > c m o u W O p_ V Z C y N Q ~ El ~ o p U ~ d ~ N c ~ O Z Ct p 0 ~ ♦ j~.. . N id 0 , . i PERMIT NO: JOB ADDRESS: DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT 080740 ISSUED: 4800 TABOR EXPIRES: T/O o1dReplace w/ Tamko 30 yr -080740 07/O1/2008 12/28/2008 CONTACTS owner 303/-42-1-41 Moun VIew Retirement gc 303/761-6400 J. Bretz 01-8118 Excel Roofing, Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0078 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 86,975.00 FEES Permit Fee 1,173.65 Total Valuation .00 Use Tax 1,565.55 TOTAL 2,739.20 Conditions: 6 nail installation & mid-roof inspection required. Board sheeting spaced more then a 1/4 of an inch apart requires plywood overlay on entire roof I hereby certify that the eetback disCances proposed by thie permit application are accurate, and do nor, vio:ate applicable ordinances, rulee or regulations of the City of Wheat xidge or covenants, easements or restzictions of record; chac sll meaeurementa shown, and allegations made are accurate; that I have read and agree :o abide by all cond:ei.uns printed on this application and that I assume Eull responsibility for compliance with Lhe Whea[ Ricge Builti'eeig Code and all ornur applicable Wheat Ridge Ordinances, for work under this permit. Plans aubject to field inspection. Signature of contraccor/owner da[e 1. Thia peYmit was issued in accordance with the provisions set forth in your applica[ion and is subjec[ m the laws of the State of Colorado and [o the Zoning Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicabl.e ordinances of the City. 2. This pexmit sha11 expire 180 daYs from the issue date. Requescs Eor an extension must be rzceived prior oo expiratior, date. M extension may be granted aC the discretion of the euilding Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half [he anount normally required, provided no changes have been or will be made in the original plans and specificaeions and any suspension or abandon:nent has riot exceeded one (1) yeaY. If changes have been or if suspension or abandonment exceeds or.e (l) yeaz, full fees ahall be paid for a new permit. 4. No work of any manner shall be done that wi11 change the natural flow of water causieg a tlra:nage F-oblem. 5. Contractor shall notify the Suilding Inspector twenty-four (24) hours in advance for all inspecCion= and shail receava wri[ten approval on inSpecCion card before proceeding with successive phases of the job. 6. The issuance of a permit or the apprwal of drawings and specifications sha11 not be construed to be a permit for, nor an apprwal of, any vio~lFatiqn oA the provisions oE the building ccdes or any oti~er ordinance, 1aw, rule or regalation. All lan ie Y6Yd view is sub Veld inspections. Signature of Chief Hui aace INSPECTION RHQU85T LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DA7:. ~ k ~ , 5 h Q ~ 0 w ~ o 4 to W N N ~ \ ~ o ~ C Q V N oy 11 N ° Q W LL C~ 0 p) V~ p_ N..l E p a~ _ mM~o W d H r ~ ~ ~ o a ` fA - o Z l6 O \ > ca C o 0 ~ \ N s~ ~ ~ U a ~ U J`•. v ~ . ,q Z c m ai ~ ~ ~ ❑ ~ 3 0 0 ~