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Sheating Basic, <br />Siding <br />AT <br />!-fold-down or Flashing for <br />tension device Floor sheathing na frog water tightness I <br />wfth 1600 at 8" o.c. (max) to joist Decking <br />capacity with hold-down. <br />Deck joists i <br />Approved joist hangers ° ` - <br />Pressure treated 2x ledger 2" min. <br />with fasteners per lR <br />Table 502.2.1 <br />Deck d'oist--�` Holdown device min 750#1 capacity <br />- Y <br />Floorjoist at locations, evenly dlsir€buted alon <br />Y g v j Floor joists <br />deck . I within 2' of each, end of the <br />ledger. Holdown devices snail fully <br />engage deck joist per heldown <br />manufacturer (slight offset allowed). <br />Lion A fully threaded 318" diameter lag screw <br />predrllled vvdr�rit�t 3" penetration to carrier <br />{Rewired fete New Construction) of trap plate,studs, or header, (Existing Construction Only) <br />rNati` : <br />These details are applicable Holddwn devices are not required <br />where floor 'olsts are parallel for decks less than `-0" high or <br />to deck joistls. free standing decks. <br />t511 4x4 min. post <br />max 5W 0 gaivanized m.b, @ 60" o.c. max., Typ <br />or threaded rod w <br />nuts & washers <br />r <br />2 Prnin and 5" max <br />16" <br />max: <br />Miry. 1800. <br />tension straps <br />518" 0 galvanized r .b. <br />or threaded rod u"w1 <br />nuts washer 2x8 min. blocking <br />2"min <br />2xS i-iin. deck "mi <br />00 <br />joists gin. <br />2e "rrsrra d 5" max <br />snip <br />Neste: <br />Use above details for guard connections or provide engineered Min. 180agtension straps <br />desiggn that shows Guards can resist a single concentrated load <br />of 2t36 lips applied in any direction at any point alonc� the to and It <br />have attachment devices and supporting structure io trans er this Section <br />load to a �aropriate structural elements 6f the building per IBC <br />sec 160?VA.. <br />(ZGuardrail Connection <br />(Guardrils are required when the deck is more <br />than 30" above grade.) <br />2 X TRUSSES 0 24' o.c. - TRUSSES TO BE — <br />PROVIDED BY ,AN ,APPROVED MANUFACTURER <br />REGISTERED 1N THE STATE OF WASHINGTON <br />COMPOSITION ROOF <br />TO MATCH EXISTING <br />INSTALL PER MFR'S <br />1/2" CDX ROOD 614EATHING OR EIQUAL W1 ad NAILS 0 V O.C. <br />AT ALL PANEL EDGES 4 12' O.C. <br />AT INTERMEDIATE SUPPORTS <br />0 6" O.C. ONTO 5LKG — <br />2x SCREENED VENT 5LKG <br />SIMPSON HI SEISMIC <br />TIES -0 EACH TRUSS <br />2& GA. MTL. — <br />GUTTi=% <br />Ix FASCIA <br />OVERHANG TO <br />MATCH EXISTING <br />CONTINUOUS 2XPo <br />SLEEPER W1 (3) 111 <br />COMMON NAILS TO <br />EACH TRUSS BELOW <br />MAIN ROOF TRUS <br />PER PLAN <br />2X4 BLOCKING BETWEEN <br />RAFTERS l!I/ III COMMON <br />NAILS z Po" O/C TO <br />SLEEPER BELOW <br />2X4 W1 (3)Ill COMMON <br />NAILSTO RAFTER ,AND <br />(2) lrodl COMMON NAILS <br />TO ROOF FRAMING' <br />CONTINUOUS 2x4 TRIM 50,ARD <br />w/ (2) 1&6 SINKERS TO EACH <br />RAFTER/TRUSS. INSTALL SNUG <br />IN FRONT OF 2x4 POSTS TO <br />PREVENT SLIDING <br />BEAM PER PLAN <br />POST W/ COL CAP <br />PER PLAN <br />0 <br />12 <br />SEE <br />ELEV <br />ME <br />2X4 OVER FRAMING <br />RAFTERS -S 24" <br />O/G Ul/ (3) l6d <br />TOENAILS EACH END <br />2X4 DIRECTLY 5ELOdI RIDGE <br />BOARD W1 2X4 GUSSET UJ/ (3) Irod <br />COMMON NAILS EACH MEMBER <br />9 <br />PROVIDE 2x4 POSTS AT RAFTERS ,AND RIDGE <br />BOARD EVERY 4a-INCHES MINIMUM. POSTS SHOULD <br />BE ,ALIGNED TO FALL ON MAIN ROOF FRAMING MEMBERS <br />AS SHOWN. WHERE RIDGE BOARD DOES NOT ,ALIGN w/ <br />MAIN ROOF MEMBER, <br />TOF VIEW INSTALLED BETWEEN IADJS,-"C NTOULTRUSSES.R ON 2xro BLOCK <br />04 <br />PT 2X LEDGER BEAM <br />1/2' LAG BOLTS Ul/ FLAT WASHERS, <br />,ALTERNATE HIGH 4 LOW LOCATION <br />THRU RIM JST OR STUDS <br />PT DECK JST OR RAFTER <br />W/ JST 1-IGRS FER PLAN <br />PROVIDE 4-166 G,ALV NAILS <br />a HIGH 4 LOW LOCATIONS <br />THRU RIM JST OR STUDS <br />LEL"DIGER DETAL <br />ALL CUT& ✓ ND MOLES IN <br />FRE&ERVATIVE-TREATED WOOD <br />TO 5E COATED WITH FREeERVATIVE <br />FER SECTION R131111 <br />SECURE BALUSTER TO WALL WIT14 <br />Sd WOOD SCREW 16 ` O.C. <br />r <br />1-1/2" - 2" CONTINUOUS <br />PT HANDRAIL -a 34"-3S" <br />RETURN ENDS TO WALL <br />RAILING WHERE OCCURS <br />,ACED 50 THAT ,A 4" <br />HERE CANNOT PASS THRU <br />l.l..l <br />4ER <br />T <br />O <br />2" PT TREAD TYP =FFFp <br />GONG: <br />1- 1Y I IIIV. <br />3/4 II-11-011 <br />2x4 HF12 RAFTERS <br />24" d/c w/ (3)1&cd <br />TOENAILS EACH END <br />rCONTINUOUS 2x& <br />/ RIDrSE BOARD <br />2x4 FLOCKING w/ <br />SINKERS 0 �" d/c <br />SLEEPER BELOW <br />CONTINUOUS 2xC SLEEPER —` <br />w/ (3)111 SINKERS ;:*,A. <br />TRUSS/RAFTER <br />ROOF FRAMING <br />PER PLAN <br />SHEATHING PER' <br />PLAN/SCHEDULE <br />5I ViELU <br />�— PT 2xS HF2 <br />1" O.C. <br />PT DOUBLE <br />X <br />JOIST (UNO) <br />c� <br />a.r <br />— PT 4x4 POST Ult <br />COL BASE 4 CAP ON <br />12" 6Q LONG PADS <br />AS ,APPLICABLE <br />2x4 GUSSET wl (3) I(od - <br />SINKERS EACH 'MEMBER <br />2x4 POST -a 40" <br />ON CE114TER MA <br />CONTINUOUS 2x4 BLOCKING w/ (2) 1&6 <br />SIN<C-Re TO E,AC14 TRUSS/RAFTER <br />BELOW. INSTALL SNUG IN FRONT <br />OF POST ,AS SHOWN <br />&ECTIONA�A <br />UTY OF EVERETT <br />