9308 9TH DR SE 2019 Plans 2022-12-01

of ------------------------- -------------------------- I- - - - - - - - - - - - - - - - - - - - - - - - EXISTING 2X1 II------- JOISTS AT 16" — — — ---------------------- _ 3/4" APA PLYWOOD FLOOR_ SHEATHING WITH 10d NAILS AT S" EDGE NAILING AND 10d AT 12" T— — — — FIELD NAILING — — — ---- I REPLACE EXISTING ROTTEN WALL — — — — — — — — ----- WITH NEW 2X4 AT 16" G.G. WALL; 3 I S-1-------- PROVIDE TEMPORARY SHORING AS REQUIRED ————— — — — — —— S-1 ----------------- REPLACE EXISTING NAMAGED JOISTS WITH H— EW 2X AT 16" (J 1-1) ---- ----- ----------------- V/ �- EXISTING -- ---4X REAM -- -------------- -- I ----- EXISTING 2X -----JOISTS AT 1"-- ------------- -- ------------ !1 11---------- — — — — — — — — — — — — — — — — — — — — — — — — — — —------ -------- — — — — TA in i . 1: CONTRACTOR TO FIELD VERIFY CONI WITH®SAME ITION GS Z MEMBERS F ROOF IIF N9 EEDEUVA �E PROVIDE NEW FLOOR SHEATHING PER FLAN i6d AT 6P, —�� IF NEEDED i� REPLACE ROTTEN PORTION OF RIM BOARD WITH NEW 2X10 J STRONG BOLT AT " r / / / / — — — GNTRATGR TO FIELD VERIFY GNUIHGN OF ROOF FRAMING, REPLACE ITH SAME SIZE MEMBERS IF NEEDED WE EXISTING FOUNDATION-H WALL I = II�� III III III II Project: EVERETT HOUSE REPAIR ' b page Location: J1-1 �'�. � b2 Engineers Floor Joist 15306 61 st Place NE of [2015 International Building Code(2012 NDS)] - Kenmore, WA 98028 1.5 IN x 7.25 IN x 8.75 FT @16O.C. #2 - Hem -Fir - Dry Use StruCalc Version 9.0.3.0 7/8/2019 3:12:41 PM Section Adequate By: 35.2% Controlling Factor: Deflection DEFLECTIONS Center DING DIAGRAM Live Load 0.11 IN L/925 Dead Load 0.05 in Total Load 0.16 IN L/649 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/480 REACTIONS A B Live Load 233 lb 233 lb Dead Load 99 lb 99 lb Total Load 332 lb 332 lb Bearing Length 0-55 in 0.55 in SUB Live Load 175 plf 175 plf- Dead Load 74 plf 74 plf 8.7s ft Total Load 249 plf 249 plf MATERIAL PROPERTIES #2 - Hem -Fir JOIST DATA Center Base Values Adjusted Span Length 8.75 ft Bending Stress: Fb = 850 psi Fb' = 1173 psi Unbraced Length -Top 0 it Cd=1.00 CF=1.20 Cr=1.15 Unbraced Length -Bottom 0 ft Shear Stress: Fv = 150 psi Fv' = 150 psi Floor sheathing applied to top of joists -top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E = 1300 ksi E' = 1300 ksi J- to Grain: Fc - ! = 405 psi Fc - -I-' = 405 psi JOIST LOADINGComp. - Uniform Floor Loading Center Controlling Moment: 727 ft-lb Live Load LL = 40 psf 4.37 Ft from left support of span 2 (Center Span) Dead Load DL = 17 psf Created by combining all dead loads and live loads on span(s) 2 Total Load TL = 57 psf Controlling Shear: 333 lb TL Adj. For Joist Spacing wT = 76 pif At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 7.44 in3 13.14 in3 Area (Shear): 3.33 in2 10.88 in2 Moment of Inertia (deflection): 35.24 in4 47.63 in4 Moment: 727 ft-lb 1284 ft-lb Shear: 333lb 1088lb i JUL 161 '-'a v f' rP`Ia ar VERhj , THESE DOCUMENTS HWE NOT BEEN APPROVED FOR THE ISSUANCE OF PUBLIC WORK, ME(;W,,NICAL, FIRE PPRESSICN, ELECTRICAL OR PLUMBING PERMITS CITY OF EVERETT v � REVIEWED FOR ��RNJ1 F AN S ti tic, �o 43789 \A1 OA�Cs rya " EVERETT HOUSE REPAIR l I•tf � # t x � � � 'i �� t S-1 Copyright b2 Structural Engineers 2008