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Specifications (23) mc-c-\- \ct5,_ (. 0). \\4 \\0\--tY\ '- \ .' htf-LHVH C. AUG Ai-zoi8 . CITY ut- i i(7;;•A: UILET'r, LJ y _ LATERAL AND RETAINING WALL CALCULATIONS FOR 3 2768 OFFICE COPY . , 1 TIGARD, OREGON by RICHARD J. TURNER, P.E. REVISION #1 DATE: 08/06/18 . JOB NUMBER: R18101 . 41/45)PROAZ,s, ck ‘0,INEe. 'Yap 4) 4* 589A9_P.Ea:____' , f OREGON 614/iti J.'"OCk\ EXP. DATE: 06-30-20 City of Tigard Approved Plans n _a BY----At_ Date alq 1 INDEX OF CALCULATIONS: PAGES DATE: 04/17/18 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 RETAINING WALL ANALYSIS AND DESIGN: 11 TO 20 REVISION #1 DATE: 08/06/18 PAGES REVISED: 2:L\ i 3 ■ ■ 3 m ill D4 .• `Cr lecr 40 e MIN MIN. 1 IN MIN\ 4 0 4-O .11 ._ I 1 - _ {-- - . 8 zo 0 t ti.I I r II __''''..-1-i460 . O - \2-6" 6 A ® M NS \'-s" D3 2 z-'; J Z.; La II �� zp 0 i I I i • e MIN. MIN. Z ` 4'-0" 4'-0' La fib2: w ® [© 0 lak •I MIN. _ 1,106" 1'-1034' 2. F1 1 MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING,ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. • A a W 'J � O TYPICAL EXTERIOR --z SHEATHING AND NAILING O A . SIMPSON'MSTC40' STRAP, / / FILL ALL HOLES END OF o �o/AllirAller / SHEAR / d WALL ' '4 PANEL •o, \• o i BEAM PER ARCHITECTURAL -' PLAN, CONTINUE BEAM TO O • _ END OF SHEAR WALL PANEL FORE . . rvirl��/I7i� __� •o• 4X6 DFL-#2 NAILER SIMPSON LTPS (2) ON FRONT SIDE )E 60, (2) ON THE OTHER ((4)TOTAL) M.). • •o •o / ���� SHEAR WALL SHEATHING 110 AND NAILING PER PLAN �' �%� DOUBLE 2X STUD AT EACH END E o IN %/!e/ %/ OF PANEL, FACE NAIL STUDS co /'% TOGETHER WITH 16d NAILS @ 6" RI rl' 1.0 O.C. (STAGGER NAILS), U.N.O. %%�U _ 1144illi SILL PLATE PER SHEAR /�� 1 . WWALL SCHEDULE Mr Armi � n o II II II Hi ul U =I IllD 5 PORTAL FRAME ELEVATION 6 S2.0 SCALE: NONE S2.0