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PT 2X LEDGER BEAM PT DECK JST OR RAFTER <br />U)/ JST HGRS PER PLAN <br />® ® ® 1 <br />1/2' x 4 1/2' MIN 6D525 LAG SCREWS PROVIDE 4=Trod GALV NAILS <br />W1 FLAT WASHERS o ICo' O.C. <br />e HIGH 4 LOW LOCATIONS <br />ALTERNATE HIGH 4 LOW LOCATION <br />THRU RIM JST OR STUDS <br />THRU RIM JOIST OR STUDS <br />L E E <br />E T A 1 L <br />NT5 <br />N' <br />I � <br />5/8, TYPE 'X' G W5 — <br />(3) 2 X 12 STRINGERS <br />RAILING- WHERE OCCUR,' <br />SPACED SO THAT A 4' <br />SPHERE CANNOT PASS <br />THRU <br />1-1/2' 0 2' CONTINUOUS <br />HANDRAIL Q 34'-3F3' <br />RETURN ENDS TO WALL <br />2' TREAD y <br />TYPICAL <br />FINISHED FLOOR <br />i— <br />2 X LANDING <br />JST -a 16' �. . <br />(UNO) <br />X'. <br />d <br />— DOUBLE JOIST (UNO) <br />FIRE -STOP 0 MID RUN <br />� <br />OF STRINGER AND <br />c� <br />5ETWEEN STUBS <br />en <br />ty <br />2 X 4 KICKER <br />TREADS O 10' MIN. <br />5TAIR DETAIL <br />1/2'® 1'e 0" <br />DOWNSPOUT C FLEX15LE OR <br />RIGID PIPE) CONNECT TO <br />5LD'G. ROOF DRAIN <br />SLOPE FINISH GRADE <br />NOTE: <br />AWAY FROM FOUNDATION <br />CONFIRM WITH BLD'G, <br />2511 MIN. (1/4" : 121) <br />OFFICIAL ANY SPECIAL <br />REQUIREMENTS FOR <br />4' RIGID, NON -PERFORATED <br />WATER RUNOFF AND <br />DRAIN PIPE - DO NOT CONNECT <br />STORM SEWER HOOK <br />WITH FTC. DRAIN LEADER <br />SILT BARRIER ( BLDG. <br />PAPER, FILTER FABRIC OR 1 �I-1 1 I d <br />POLYETHELENE FILL) <br />WASHED ROCK (MIN, 314" DIM.) <br />W1 MIN. 12' COVER ,@ TOP SIDES AND BTM. -1 <br />MIN. 4' RIGID, PERFORATED, <br />CORRIGATED DRAIN PIPE <br />. 4 <br />® <br />dp <br />a <br />2 X TRUSSES 6 24" oz_ o TRUSSES TO <br />PROVIDED BY AN APPROVED MANUFACTURER <br />REGISTERED IN THE STATE OF WASHINGTON <br />COMP ROOF OVER 3011 FELT <br />INSTALL PER MFR'5 SPECS <br />1/2' CDX ROOF SHEATHING <br />OR EQUAL UJf 8d NAILS 0 9,' O.C. <br />AT ALL PANEL EDGES 4 12' O.C. <br />AT INTERMEDIATE SUPPORTS <br />Sd a (o' O.C. ONTO BLKG <br />2x SCREENED VENT <br />5LOCKING AT EACH 5AY <br />SIMPSON Hi SEISMIC <br />TIES 0 EACH TRUSS <br />26 GA. MTL. <br />GUTTER <br />i X FASCIA-----'� <br />iz <br />SEE <br />ELEV� <br />I' AIR <br />SPACE TOP OF BAFFLE <br />WIND BAFFLE TOP OF INSULATION <br />1/2' GYP. 5D. R-413 INSULATION <br />\ \ 2 ® 2 X ro TOP PLATES - LAP SPLICES 4S® <br />R-10 RIGID INSULATION <br />15' UNO <br />4 X 8 HEADER (UNLESS OTHERW15E <br />NOTED) WINDOWS AS PER UBC (CALK <br />WINDOW FLANGE, INSULATE 4 SEAL <br />AROUND WINDOWS) <br />USE ROCKWOOL OR OTHER <br />NONCOM5UST15LE MATERIAL <br />2 X (o STUDS a 1ro'o.r-. <br />AS FIRESTOP (FIBERGLASS IS <br />UNACCEPTABLE AS FIRESTOP) <br />VAPOR RETARDER <br />PROVIDE SHEAR WALL <br />MOISTURE BARRIER <br />PANELS AS NOTED ON <br />R�21 INSULATION <br />PLANS AND SHEARUTALL <br />SCHEDULE <br />1/2'GYP 5D <br />2 X 6 SOLE PLATE 3/4' CDX T4Ga PLWO DECKING <br />CAULK UNDERSIDE W1 10d NAILS 6 6' O.C. <br />10" O.C. <br />TO DECKINGPANEL <br />SIDINGS AS PER ELEVATIO <br />_ FIELD <br />RIM JOIST <br />�— 1/2, GYP. 5D. L - R- 30 INSULATION <br />2m2X� TOP PLATES 5f0n TYPE 'X' GYP, )D. <br />LAP SPLICES 45' AT GARAGE CEILING <br />RIND INSULATION <br />4 X a HEADER (UNLESS <br />OTHERWISE NOTED) <br />2 X ( STUDS 0 16 "0.c. <br />MOISTURE 5ARRIER <br />VAPOR RETARDER <br />1/2' GYP 5D <br />PROVIDE 3' X 3' SO. X 3/1(o' <br />THICK ANCHOR SOLT WASHERS <br />S/S' X 10" ANCHOR BOLTS <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 />` YP. DRAIN <br />PIPE - SEE — -- <br />DRAIN DET. <br />e. <br />11 III it[ <br />hI I I —I I <br />:{ FTGS TO 5E ESTABLISHED ON <br />UNDISTURBED SOIL-15000 Per - <br />MIN. SOIL BEARING CAPACITY 1 ,1 <br />2X(o SOLE PLATE CAULK <br />UNDERSIDE TO DECKING <br />FLOOR JOISTS <br />PER PLAN <br />3/4' CDX TdG PLWD <br />DECKING UJ/ 106 NAILS <br />e Cam" O.C. PANEL EDGE <br />4 10' O.C. PANEL FIELD <br />R-30INSULATION ---/ <br />24" MIN. CRAW SPACE <br />APPROVED MTL. ANCHOR <br />A 35 OR EQUAL <br />( MIL. SLACK POLY <br />VAPOR BARRIER 12' LAP <br />i <br />yr <br />z <br />w <br />w <br />w <br />SOLID 5LKG. OVER <br />SUPPORT BM5 4 0 <br />BRG, PARTITIONS TYP, <br />STRINGER <br />PER PLAN <br />POST CAP OR 2X4 <br />CLEAT UJ/ P -166 <br />TOP 4 5TM <br />POST PER <br />PLAN ON <br />CON(. FTG. <br />PER PLAN <br />l d <br />CONT CONC FTG - PROVIDE 04 RE5AR <br />-s 10'®.c. HORN. 6 lS' O.C. VERT, IN <br />FDN. WALL, TIE VERT TO FTG AS SHOUIN " UF fz <br />ALTERNATE HOOD. 4 (2) 04 IN FOOTING- <br />q 1 ljq ( r 1 1-ems <br />0r0q�W <br />p <br />Z p > u <br />� U <br />0 U� <br />p�ua✓u`�icri <br />� �Z' <br />� p <br />m z � <br />UN OW0 U <br />��Z� pGyw z�. <br />0'1�U <br />�p�`�dp� <br />Z Z H <br />Z <br />0w <br />U <br />m <br />u N <br />� w <br />U <br />ou <br />U <br />N a <br />r4 N <br />a <br />� � v <br />m <br />u <br />U <br />U N <br />