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HomeMy WebLinkAboutPLANS Deck 691 Findley Ct 2022-04-29PERMIT #22-EP-00210 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND SEE ATTACHED HANDOUTS FOR ADDITIONAL REQUIREMENTS AND GUIDELINES All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling NO PORTION OF DECK STRUCTURE SHALL ENCROACH INTO OR OVER AN EASEMENT PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES PERMIT #22-EP-00210 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND PERMIT #22-EP-00210 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 04/29/2022 THIS CAISSON TO BE 16" dia. - ALL OTHERS TO BE 14" dia 1. Guardrails required if walking surface height is over 30" above grade. 2. Open guardrails shall have members spaced so that a 4 inch diameter sphere cannot pass through. 3. Guard and Handrails shall resist a 200 lb single concentrated load applied in any direction at any point along the top. Max Span 13'-7" Caisson to be min. 30" below grade Post connected to caisson/pier via a Post base connector - w/ 1/2" dia. anchor min 7" embedment Plastic composite decking, treads and handrail to comply with R507.2.2 & ASTM D7032. Verify composite decking can span the required joist spacing NO LEDGER ATTACHMENTS TO EXISTING CANTILEVERS ALL BEAM/JOIST SPLICES MUST OCCUR OVER POST/SUPPORT WITH 1 1/2" BEARING Approval of Deck Permit does not give permission for hot tub placement without Engineer design. Lateral restraint shall be provided by manufactured connectors - see attachment See Table 1 - HANDOUT - for ledger & holddown connections REMOVE EXTERIOR SIDING OR VENEER BEFORE ATTACHING LEDGER Connectors & fasteners in contact with preservative-treated wood shall be of hot dipped, zinc coated galvanized steel, stainless steel, silicone bronze or copper See table R507.2.3 for Deck Fastener and connector specifications Wood materials used to be No. 2 grade or better & Preservative-treated or approved Naturally durable wood in accordance with Section R317 & AWPA U1 2x solid blocking shall be 60% of more of joist depth How to Enter Data Designed on: April 29, 2022 TRUE FALSE FALSE FALSE Member # 691 FINDLEY CT FALSE Member at Floor Location :DECK BEAM Repetitive Use ?No Nominal Size : ( 1 )4 x 10 Incised for PT ?Yes Species = Hem-Fir HeirDN.2 Flat Use :No ** Dimension Lumber **Grade = No.2 2400f-2.0E Moisture Content :< 19% Span (L) = 12 ft -0 in / 0 ft -0 in Temperature (° F) : Tributary Width (B) = 3 ft -0 in 3.0 12.00 Unsupported Length (lu) = 1 ft -0 in / 0 ft -0 in < 100 with Cantilever 1.0 0.001 # with Point Load(s) 0 No.2410 with Sloped Load(s) (pressed-down buttons are selected) LOADING Load Type Max. Span =13 ft -5 in Dead Load Uniform w (psf) =10 30 R1 13.44 13.44 R2 Point 1 a (ft) =0.00 P (lb) =0 900 lb 900 lb Point 2 a (ft) =0.00 P (lb) =0 Sloped a1 (ft) =0.00 w1(plf) =0 Stress and/or Deflection Check OK a2 (ft) =0.00 w2(plf) =0 A c t u a l A l l o w a b l e Ratio Floor Live Uniform w (psf) =40 120 Max fv (psi) & V (lb)36 784 150 3238 24%Point 1 a (ft) =0.00 P (lb) =0 Max fv (psi) & V (lb) on CL 0 0 150 3238 0%CD = 1.00 Point 2 a (ft) =0.00 P (lb) =0 Max fb (psi) & M (lb-ft)649 2700 815 3389 80%Sloped a1 (ft) =0.00 w1(plf) =0 Max fb (psi) & M (lb-ft) on CL 0 0 815 3389 0%a2 (ft) =0.00 w2(plf) =0 Total Load Max. Defl. (in)-0.25 L/587 L/240 0.60 41% Live Load Max. Defl. (in)-0.20 L/733 L/360 0.40 49% Deflection_TL (in) @ CL end 0.00 CL/0 0.00 0% Deflection_LL (in) @ CL end 0.00 CL/0 0.00 0% Adjustment Factors for M for V for E Wet Service CM = 1.00 1.00 1.00 Temperature Ct = 1.00 1.00 1.00 Beam Stability CL = 1.00 N/A N/A ◄ Size CF = 1.20 N/A N/A ◄ Flat Use Cfu = 1.00 N/A N/A Incising Ci = 0.80 1.00 0.95 ◄ Repetitive Member Cr = 1.00 N/A N/A Buckling Stiffness CT = N/A N/A 1.07 ◄ (for Emin) Design Values Fb (psi)Fv (psi) E (psi) Emin Reference 850 150 1300000 470000 Adjusted 815 150 1235000 479598 816 Section Properties breadth (b) =3.5 in depth (d) =9.25 in Area (A) =32.4 in^2 Section Modulus (Sx) =49.9 in^3 Moment of Inertial (Ix) =230.8 in^4 Beam or Girder Joist or Rafter with Cantilever Print Order Pro Version 0 1000 2000 3000 -1000 -800 -600 -400 -200 0 200 400 600 800 1000 -0.300 -0.250 -0.200 -0.150 -0.100 -0.050 0.000 Shear Force, V (lb) Bending Moment, M (lb-ft) Total Load Deflection (in) with Point Load(s) with Sloped Load(s) Developed by:Forum Engineers Setup w (psf) L Res et Loads to Zero Y esNo Y esNo <19%>19% <100 100~125 125~150 Y esYesNoNo F loor R oof Set Duration F actors Set Def lec t ion Limit s V ersion: 3.0 PERMIT #22-EP-00210 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Single Family Residential Uncovered Decks and Porches Maximum Live Load or Ground Snow Load 40psf, Maximum Dead Load 10psf deflection L/360 Main span; L/180 cantilever 6 8 10 12 14 16 18 (2)-2x8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 (2)-2x10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 (2)-2x12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 (3)-2x8 10-10 9-8 8-6 7-9 7-2 6-8 6-4 (3)-2x10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 (3)-2x12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 3 x 8 or (2)- 2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3 x 10 or (2)- 2 x 10 8-4 7-5 6-6 5-11 5-6 5-1 4-8 3 x 12 or (2)- 2 x 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4x6 6-5 5-6 4-11 4-6 4-2 3-11 3-5 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 4 x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 (3)-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 (3)-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 (3)-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8- 1 WOOD SPECIES grade #2 or better SIZE DECK JOIST SPAN (ft-in)LESS THAN OR EQUAL TO: (feet) Southern pine Douglas fir-larch, hem-fir, spruce-pine-fir, Maximum Live Load or Ground Snow Load 40psf, Maximum Dead Load 10psf deflection L/360 Main span; L/180 cantilever Simple Span 12 on center 16 on center 24 on center 12 on center 16 on center 24 on center 2x6 9-11 9-0 7-7 1-3 1-4 1-6 2x8 13-1 11-10 9-8 2-1 2-3 2-5 2x10 16-2 14-0 11-5 3-4 3-6 2-10 2x12 18-0 16-6 13-6 4-6 4-2 3-4 2x6 9-6 8-8 7-2 1-2 1-3 1-5 2x8 12-6 11-1 9-1 1-11 2-1 2-3 2x10 15-8 13-7 11-1 3-1 3-5 2-9 2x12 18-0 15-9 12-10 4-6 3-11 3-3 MAXIMUM CANTILEVER SPACING OF DECK JOISTS (inches) SPACING OF DECK JOISTS WITH CANTILEVERS (inches) Southern pine Douglas fir- larch, hem- fir, spruce-pine-fir WOOD SPECIES grade # 2 or better JOIST SIZE MAXIMUM JOIST SPAN PERMIT #22-EP-00210 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND