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Specifications (15) MS/ 2/L- 35- itvg i sw ((ri LATERAL CALCULATIONS FOR 14059 SW 119TH PLACE TIGARD, OREGON by RICHARD J. TURNER, P.E. REVISION#2 DATE: 04/06117 JOB NUMBER: R16004 PRO% GINFF�s � N589 / 7 OREGON 10('(/0-152-61,tiARoJ. EXP.DATE: 06-30-16 INDEX OF CALCULATIONS: PAGES DATE: 01/06/16 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 DETAILS: 111017 REVISION#1 DATE: 03/15/16 SHEETS REVISED: 2 TO 3 SHEETS ADDED: 18 TO 21 REVISION#2 DATE: 04/06/17 SHEETS ADDED: 22 L • I I I I I I II I � I I I I I I I7I SIMPSON MSTC28, BEAM TO TRUSS OR DOUBLE TOP <D6> PLATE ' I 1 MIN. 22'-9" ♦•.•••••••••••••••••••••••••••••••••••••••••••••••••••4•••4,•••mi I I1 1 1 1 I I I 1 I I 1 I I L II I I I I I _ I I 1 7" ___ f r I 275' STUDS e 16' O.L. w'R-21 FG. INSULATION 2"X5" TOP RAILING CONNECT 4' TO POST if/HANGERS& 110 X 3" SCREWS 474' PRESS. TRTD. POST l — MTL FLASHING 274' TDP RAILING CONNECT 36' MAX. PROVIDE FILLER BETWEEN "I' JOISTS TO POST w/HANGERS &10X3" AND 2"X10" 0P.61- FLOOR JOISTS AND USE SCREwS 2"X6' PRESS. TRTD. 16N 0 NAILS 0 6" O.C. STAGGERED DECKING -DO NOT NAIL IN TO HD2AHDG TIED* 1 1/2' MIN SLOPE UPPER AND LOWER 'I' WOOD FLANGE) 12 .A 1/4" �w� .---I �� 0 0 0'- 6" MAX. �M�` DOUBLE RIM JOIST I�'`p2.. 0 0 2-5/B'DIA. SAL V. BOLT, / I If' NUT AND WASHER "I" JOIST TOP AND 2'X10' DFL 12 PRESS. 1 1/2" M . 11) BOTTOM ;ODD FLANGE TRTD. RIM JOIST 2'X ' DFL LEDGER 5/8"DIA. GALV. BOLT, PREMANUF. 'I" JOISTS NUT AND WASHER g 2'X5" STUDS e 16' O.C. FAR SIDE e EXTERIOR WALL ww/ R-21 FG. INSULATION GUARDRAIL ATTACHMENT JOISTS PERPENDICULAR, RIM JOIST ON O UTSI DE OPTION LAYOUT SCALE:NTS