4703 GREELY ST 2025-09-30 - Laserfiche WebLink

CARLISLE PROPERTIES February 22. 2022 SDA Job# 9476 5 IRREGULARITY: Increase in force due to irregularities for seismic design categories D-F(per ASCE7-16,§12.3.3.4): No j:No seismic load change Affected Levels: Out-of-plane offset with discontinuity,including out-of-plane offset of at least one vertical elements(T 12.3-1,Type 4) No I-.No seismic toad change Affected Levels: One or two-family dwelling of fight frame construction: Yes :-1)0=1 0(§12.10.1.1) no= 2.50 £v(Roof) FLEXIBLE DIAPHRAGM DESIGN (ASD] _ %of load transfer= 100% (Percentage of load transferred through diaphragm) Total diaphragm length= 56.0 ft Sub-diaphragm length= 56.0 ft 0.6 x£V(Roof)= 4,579 Ibs FACTORED WIND(FRONT-REAR) -> Location @ 253 PLF x S.G.=0 ft. Diaphragm width= 35.8 ft 0.7 x IV(Roof)= 59 IbS FACTORED SEISMIC f rho -> Location @ 240 PLF x S G =0 ft Aspect Ratio= 1.5642458 v= ASDx£V(FLOOR) _ [4580 Ibs.59 Ibs] _(WIND=69 PLF,SEISMIC=1 PLF] Wind Governs! (2)(width)(S.GJ 1 ft 2015 SDPWS T4.2A 6 74.2C 'NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY USE:15132"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C £V(2nd Floor)= %of load transfer= 100% (Percentage of load transferred through diaphragm) Total diaphragm length= 56.0 ft Sub-diaphragm length= 56-0 ft 0.6 x£V(2nd Floor)= 7,256 Ibs FACTORED WIND(FRONT-REAR) -> Location @ 253 PLF x S G =0 ft Diaphragm width= 35.8 ft 0.7 x IV(2nd Floor)= 192 Ibs FACTORED SEISMIC!rho -> Location @ 240 PLF x S.G =0 ft Aspect Ratio= 1.5642458 v= ASDx£V(FLOOR)T _ [7257 Ibs, 192 Ibs] _[WIND=109 PLF,SEISMIC=3 PLF] Wind Governs! (2)(Wdth)(S.G.) 2 x 35.8 ft-x 0.93 2015 SDPWS T4.2A 8 T4.2C 'NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY USE:3/4"SHEATHING WITH 2x HEM-FIR FRAMING:FASTEN AT PANEL EDGES WITH 8d @ 6"OIC