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CODE WSEC), 2015 UNIFORM PLUMBING CODE (UPC),- 2015 INTERNATIONAL MECHANICAL <br />CODE (IMC), AND ALL OTHER APPLICABLE <br />ENGINEERINGSTRUCTURAL <br />SEISMIC ZONE Dl/D2 PER FIG. R30I & <br />WIND BASIC SPEED. 85 MPH PER FIG. R301.2(4) <br />COMPONENT/CLADDING LOADS <br />UNINHABITABLETABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS <br />ILOI LIVE DEAD TOTAL <br />STORAGE R 10 P - ' <br />HABITABLER f PSF 10 PSF 40 PSF <br />BALCONIES (EXTERIOR) AND DECKS 60 PS - 70 <br />PS <br />b T <br />GUARDRAILS/HANDRAILSE ESCAPES 40 PSF <br />GUARDRAILSP' i <br />PASSENGER VEHICHLE GARAGES 50 PSF IF ELEVATED 2,000 LB PIT. <br />ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF <br />#R <br />OR fi <br />ALL DERRAFTERS, & JOISTS O BO. 2 OR <br />BETTER_ RTIMBERS <br />SHALL HE MANUFACTURED <br />PLYWOOD IND ROOF FLO R SHEATHING PER TABLE <br />STRUCTURALWALL SHEATHING PER TABE R602.3(3) & R602.3(4). SHEATHING FASTENERS PER <br />y PER <br />TABLE <br />- GROUND,.. f d ya j pp TO <br />MOD IN <br />NTACT %M CONCRETE, NEAR <br />WEATHER TO <br />USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE <br />SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS <br />ALIGN GUARD <br />POST 0 JOIST <br />LOCATIONS <br />LOCATEDGUARD POSTS MAY BE <br />ON EITHER O <br />OF THE OUTSIDE JOIST <br />ml <br />ml <br />GUARDRAIL <br />ALL WOOD EXPOSED TO WEATHER <br />TO BE PRESSURE TREATED OR HAW <br />'x4" CAP AND RAIL (2) Bd <br />NATURAL RESiSTA,NCE TO DECAY <br />GALV. EACH PICKET <br />SIDING <br />GUARDRAILS IRC R72 <br />WHERE > 0 ASM FLOOR OR WW LEVEL BELOW. <br />SHEATHING <br />2x2 PICKETS SPACED SO THAT <br />MIN, HEIGHT (AT OPEN SIDE OF STAIRWAY W MR&W <br />A 4� SPHERE MAY NOT PASS <br />HMT HEASURED FROM NOSING.) SPACE PICITTS SO THAT <br />FLASHING <br />THROUGH <br />e SPHN MAY NOT P (4W SPHERE AT OPENr� <br />SIDE OF STAIR), TOP OF RAIL TO RESIST 200 I.B. LOAD IN <br />ANY DIRECTION. PIOMS OR INFILL TO RESIST 50 LOS. <br />PT 2m LEDGER SAME DEPTH AS JOISTS <br />APPLIED TO 1 . FT, A (PER IBC 1607.8.1). <br />X0 4" LAG DOLTS, STAGGERED TOP & DOT <br />PER PLAN / WS26 JOIST HANGERS <br />(3) 16d GALV EACH PICKET <br />TO RESIST 20 PLF LOAD <br />APPLIED AT RIGHT ANGLE TO <br />'x4° TREATED OR TREX DECKING <br />TOP OF RAIL <br />2� MIN <br />DECK JOISTS SOLD BLKG <br />; 2m RIM JOIST <br />FLOOR JOISTS <br />9/44 DIAGONAL GRACING 0 UNDERSIDE <br />H2.5A OR H1 EA <br />x <br />OF JOISTS W/ (2)16d TO EACH JOIST <br />MOIST TO BEAM <br />HANDRAIL REQUIRED FOR 4 OR MORE RISERS. <br />34'®38' HEIGHT HANDRAIL IY4"n2R0 GRIP <br />SIMPSON LTT1 4 LOCATIONS E LY <br />METAL COL GAP <br />CONTINUOUS FULL LENGTH OF STAIRS, <br />DISTRIBUTED ALONG DECK & I 1AITHIN 2' <br />—OF EA. END OF LEDGER, HOLDOI <br />DEVICES SHALL FULLY ENGAGE DES <br />JOIST <br />PT COLUMN <br />PT 2x4 BLOCK PLACED 1" BACK <br />NOW FULLY THREADED LAG SCREW <br />1O� <br />FROM FRONT OF NOSING <br />/ HVY WASHER. PREDRILLED / MIN 3" <br />MIN <br />PF14ETRATION INTO TOP PLATE, STUDS OR <br />�s <br />HEADER <br />METAL COL BASE <br />PT 2x TREAD / ANGLE <br />BRACKETS TO PT STRINGER <br />� GRADE.. <br />ST AAIR DETAiL <br />SCALE: V=f_0„ <br />1 i t <br />is <br />DI DECK POST <br />CONNECTOR <br />2x4 TOP & BOTTOM. ATTACH TO <br />GUARD POST ON INSIDE FACE w/ <br />(2)Bd THREADED NAILS OR (2)#3 x <br />2;' WOOD SCREWS <br />4x4 POST 0 6'o/c MAX. DO <br />NOT NOTCH. <br />5/4x4 DECKING <br />R WASHERS - <br />RIM JOIST <br />iUIRED FOR DECKS <br />tFINISHED GRADE <br />2x2 BALUSTERS. ATTACH TOP <br />BOTTOW wl (1)#8 WOOD SCREW OR <br />(2)I POST -FRAME THREADED NAILS <br />/ 0.135 NOMINAL 0 <br />2, MIN. <br />— ' MIN. v 5' MAk <br />— f MIN. <br />mm <br />x6 <br />AIL CAP <br />62 BALUSTERS. <br />(1)#8 WOOD SCREW OR (2)8d <br />THREADED NAILS1 <br />NOMINAL 0 <br />- 0 6} MAX. DO <br />M NOTCH. <br />2" MIN.. <br />" MIN. - S' MAX. <br />24 MIN. <br />2x4 TOP & BOTTOM, ATTACH TO <br />GUARD POST ON INSIDE FACE w/ <br />8r THREADED NAILS OR <br />WOOD SCREWS <br />5/40 DECKING <br />0 0'- <br />F <br />OUTSIDE JOIST <br />R <br />■ <br />L-®r <br />C Po <br />C-4 v) <br />uj <br />QZ_ <br />ou <br />to <br />Lj <br />