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PT 2X LEDGER BEAM <br />2 a 2 X TOP PLATES <br />EXTEND HEADER -- <br />OVER BRACE WALL <br />4 NAIL SHTG TO HDR <br />2 2X STUDS o NAIL <br />SHEATHING TO EA STUD <br />APA RATED PLYWOOD OR 065 <br />SHEATHING 3/8' MIN. SOLI® <br />BLOCK ALL PANEL JOINTS --- <br />ad COMMON OR GALV. BOX <br />NAILS ,w 3' o.c. TO ALL HDRS. <br />STUDS 5LK'G.4 PLATES PER <br />UBC 23-I-Q <br />SIMPSON STHDIO OR DEVICE <br />EQUAL TO 10000 UPLIFT. <br />CAPACITIES AND — <br />INSTALLATION PER MFG, <br />SPECS. <br />2 ® 2 X P.T. PLATES <br />FDN. a WALL PER <br />TYPICAL SECTION <br />AND FDN, <br />DETAILS <br />S/a"p X lO" ANCHOR <br />50LT5 WITH MIN i' <br />EMBEDMENT 0 1/4 <br />POINTS (2) MIN. <br />DOWNSPOUT C FLEXIBLE OR <br />RIGID PIPE) CONNECT TO <br />BLD'G. ROOF DRAIN — <br />SLOPE FINISH GRADE <br />AWAY FROM FOUNDATION <br />2% MIN. (1/4' : 12') <br />4' RIGID, NON -PERFORATED <br />DRAIN PIPE ® DO NOT CONNECT <br />WITH FTG. DRAIN LEADER — <br />SILT BARRIER ( BLD'G. <br />PAPER, FILTER FABRIC OR <br />POLYETHELENE FILM) <br />WASHED ROCK (MIN. 3/4' DIM.) ®I (�- <br />W1 MIN. 12' COVER 6 TOP <br />SIDES AND BTM. j <br />MIN. 4" RIGID, PERFORATED, <br />CORRIGATED DRAIN PIPE — -- <br />PT DECK JST OR RAFTER <br />W/ JST HGRS PER PLAN <br />PROVIDE 4-1(od GALV MAILS <br />6 HIGH 4 LOW LOCATIONS <br />THRU RIM JST OR STUDS <br />DETAIL <br />2' - 0" MIN. <br />2 X 4 TRUSSES 6 24" ®.c. o TRUSSES TO BE <br />PROVIDED BY AN APPROVED MANUFACTURER <br />REGISTERED IN THE STATE OF WASHINGTON <br />COMP ROOF INSTALL PER SPECS <br />1/2' CDX ROOF SHEATHING <br />OR EQUAL W1 ad NAILS 'a V C.C. <br />AT ALL PANEL EDGES 4 12' O.C. <br />AT INTERMEDIATE SUPPORTS <br />ad o (o" O.C. ONTO BLKG <br />2-X VENT BLOCKING <br />SIMPSON HI SEISMIC — <br />TIES a EACH TRUSS <br />2(o GA. MTL. ----� <br />GUTTER <br />(I 1 X FACIA ---� <br />I <br />ANEL <br />(ONE STORY) <br />® NOTE: <br />CONFIRM WITH BLD'G. <br />® OFFICIAL ANY SPECIAL <br />REOUIREMENTS FOR <br />WATER RUNOFF AND <br />STORM SEWER HOOK-UP <br />�aa mmm mz <br />DRAINFDNDETAIL <br />12" UNO <br />USE ROCKWOOL OR OTHER <br />NONCOMBUST15LE MATERIAL <br />AS FIRESTOP (FIBERGLASS IS <br />UNACCEPTABLE AS FIRESTOP) <br />PROVIDE SHEAR WALL - <br />PANELS AS NOTED ON <br />PLANS AND SHEARWALL <br />SCHEDULE <br />SIDING AS PER ELEVATIONS <br />MOISTURE BARRIER <br />PROVIDE 3" X 3' SO. X 3/16" <br />THICK ANCHOR BOLT WASHERS <br />5/0' X 10' ANCHOR BOLTS <br />0 48' O.C. TYPICAL AND <br />PER SHEAR SCHEDULE <br />PROVIDE A.B. NOT LESS THAN i <br />BOLT DIAMETERS 4 NOT MORE <br />THAN 12" FROM ENDS OF EA. <br />FDN. SILL PLATE <br />RIM JOIST <br />2 X 6 FDN GRADE <br />SILL PLATE <br />GRADE <br />TYP. DRAIN <br />PIPE o SEE <br />DRAIN DET. <br />1" AIR <br />SPACE <br />12 <br />6EE <br />ELEV <br />TOP OF BAFFLE <br />WIND BAFFLE <br />TOP OF INSULATION <br />R-413 INSULATION <br />1/2' GYP. 5D. <br />2 e 2 X ro TOP PLATES o LAP SPLICES 46" <br />RIGID INSULATION <br />4 X S HEADER (UNLESS OTHERWISE NOTED) <br />1/2' GYP. BD. <br />2X& STUDS a 16' O.C. i <br />w <br />R- 21 INSULATION <br />w <br />P pryg <br />V✓ <br />VAPOR RETARDER <br />2 X C SOLE PLATE CAULK <br />UNDERSIDE TO DECKING <br />FLOOR JOISTS - SEE PLANS <br />FOR SIZE AND SPACING <br />3/4' CDX T4G PLWD DECKING <br />W/ 10d NAILS 0 ro' O.G. AT PANEL <br />EDGE d 10' O.G. AT PANEL FIELD <br />U ' <br />R-30 INSULATION <br />® II 10" MIN, CRAWL SPACE <br />I�I I ® A APPROVED MTL. ANCHOR <br />® (o MIL. BLACK POLY <br />VAPOR BARRIER 12' LAP <br />D , ?.r A <br />FTGS TO BE ESTABLISHED ON 3" <br />UNDISTURBED 60IL-15000 PSF <br />MIN. SOIL BEARING CAPACITY 12" <br />SOLID BLKG. OVER <br />SUPPORT BMS 4 a <br />BRG, PARTITIONS TYI P. <br />CONT GONG FTG o PROVIDE 1*4 RE5AR <br />a 10'o.c. HORIZ. 4 10' O.G. VERT. IN <br />FDN. WALL, TIE VERT TO FTG AS SHOWN <br />ALTERNATE HOOK 4 (2) 44 IN FOOTING <br />STRINGER <br />PER PLAN <br />POST BASE <br />AND GAP <br />OR EQUAL <br />POST PER <br />PLAN ON <br />GONG. FTG. <br />° PER PLAN <br />° <br />L UJAI..I_. SECTION <br />x: <br />r <br />M Te. <br />r <br />f <br />I <br />