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GENERAL SPECIFICATIONS: <br />TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS <br />R O <br />_. - <br />UNINHABITABLESTORAGE <br />10 PSF <br />10 d' <br />20 PSF <br />ATTICS — LIMITED STORAGE <br />20 PSF <br />10 PSF <br />30 PSF <br />HABITABLE ATTICS & ATTICS w/ FIXED STAIRS <br />30 PSF <br />10 PSF <br />40 PSF <br />ESCAPESUNINHABITABLE <br />FIRE <br />t PSF <br />GUARDRAILS/HMDRAILS <br />200 LBS <br />AT TOP ANY <br />DIRECTION <br />GUARDRAILS IN—nU- <br />50 LOS <br />APPLIED TO <br />1 SO. <br />VEHICHLE GARAGES <br />50 PS7 <br />IF MATED 2,000 LB PT. <br />ROOMS <br />SLEEPINGPASSENGER <br />R <br />r <br />ALL BEAM, S, GIRDERS- , HEADERS, RAFTERS, & JOISTS TO BE HEM FIR NO. 2 OR <br />BETH AS NOTED ON TIMBERS CLUED LAMINATED '. BE - <br />AL <br />IDENTIFIED AS REQUIRED IN AJTC ,. F03737.PLYWOOD INOEX: CO. ROOF & SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). <br />WALL SHEATHING PER {,FASTENERS <br />TABLES6- <br />MEMBERSTRUCTURAL FASTENERS PER TABLE R6023(l). <br />CONCRETEWOOD IN CONTACT NTH NEAR GROUND I OR WOOD EXPOSED TO WEATHER T <br />4 <br />� x . <br />CONCk <br />REM-1 F� 000 a t DE O ASTM A706. WALL REBAR 'SHAD. HE PLACED NO <br />CLOSER TO THE OUTSIDE FACE THAN THE WALL THICKNESS, REBAR COVER PER ACI <br />310. FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOIL, CONCRETE TO HE <br />MINIMUM re ® 2500 PSI 0 28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, <br />EXTERIOR PATIO SCABS ON GRADE, & YEATHER EXPOSED BASEMENT, FOUVDATION WALLS, <br />PORCHES, AND STEMS W% 57,79 AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. FLUID <br />PRESSURE a 35 PCF OR PER SOILS ANALYSIS. <br />lam <br />FLOOR JOISTS <br />1 <br />k <br />FLASHING FOR WATER TIGHTNESS NOTE: Al <br />TO BE <br />DLEDGER SAME DEPTH <br />JOISTS XAV LAG BOLTS, STAGGERED, <br />16"cfc LUS26 MOIST HANGERS <br />TREATED ORXTREX DECKING <br />JOISTS PER PLAN <br />I= <br />6x6 PRESSSURE TREATED <br />I E COLUMNS <br />P.T. 6x6 GAURDRAIL POST <br />I <br />EXISTING CONCRETE PORCH / CONCRETE FOOTING PER <br />FOUNDATION PLAN P.T. 2x6 c! <br />LE <br />uAURDRAIL DETAIL <br />SCALE: 1 j2"4-- 0" <br />ENIE AL NOTES <br />SKYLIGHTS TO HF DOUBLE PANEL, SHATTER RESISTANT <br />APPROVED RIGID PLASTIC, LAMINATED SAFETY CLASS, <br />FULLY TEMPERED GLASS, HEAT —STRENGTHENED CLASS, <br />OR WIRED CLASS. PROVIDE 4" MINIMUM CURB (OR SELF <br />FLASHING ASSEMBLY KITH 112 MINIMA PITH OR PER <br />MANUFACTURER INSTRUCTIONS). <br />y.S.MOOS TO BE . PREVENTION AND FREEZE <br />RESISTANT TYPE. <br />{ �x <br />LANDINGS & STAIRS AT E_XT. DOORS R311.3 <br />THERE SHALL HF A LANDING OR FLOOR ON EACH SIDE OF <br />EACH EXTERIOR DOOR. THE WIDTH OF THE LANDING SHALL <br />NOT BE LESS THAN THE DOOR SERVED. MY LANDING <br />SHALL HAVE A MINIMUM DIMENSION OF " IN THE• <br />DIRECTION OF TRAM THE SLOPE SHALL NOT EXCEED 2X <br />LANDINGS AT REQUIRED EGRESS DOORS SHALT.. NOT BE <br />MORE THAN JJT LOYFER THAN THE TOPOF THE THRESHOLD. <br />_ <br />EXCEPTION: THE U14DING ON THE EX SIDE SHALL BE <br />NOT MORE THAN Y BELOW THE TOP OF THE THRESHOLD <br />PROVIDED THE DOOR DOES NOT SONG OVER THE LANDING, <br />STORM AND SCREEN DOORS SHAD BE PERMITTED TO SONG <br />OVER EXTERIOR STAIRS AND LANDINGS, <br />GUARDS PER IRC R312 <br />MERE > 30" ABOVE FLOW OR GRADE LEVY BELOW, 3V <br />MINIMUM HEIGHT (AT OPEN SIDE OF STAIRWAY 34" MINIMUM <br />HEIGHT MEASURED FROM NOSING), REQUIRED GUARDS SHALL <br />NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE <br />REQUIRED HEIGHT THAT ALLOW PASSAGE OF A 4" SPHERE, <br />EXCEPTIONS THE TRIANGULAR OPENINGS AT THE OPEN <br />SIDE OF STAIR SHALL NOT ALLOYS PASSAGE OF A 6" <br />SPHERE, GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT <br />HAVE OPENINGS THAT ALLOW PASSAGE OF A 43C SPHERE, <br />TOP OF RAIL TO RESIST 200 LB, LOAD IN ANY DIRECTION. <br />PICKETS OR INALL TO RESIST 50 LOS. APPLIEU TO I SO, <br />FT. AREA, GUARDS WITH STRUCTURAL GLASS BALUSTER <br />PANFLS MALL BE INSTALLED %ITH AN ATTACHED TOP RAIL <br />OR HANDRAIL, THE TOP RAIL OR HANDRAIL SHALL BE <br />SUPPORTED BY A MINIMUM OF THREE GLASS BALUSTER <br />PANELS, OR SHALL BE OTHERWISE SUPPORTED TO REMAIN <br />IN PLACE SHOULD ONE GLASS BALUSTER PANEL FAIL, <br />EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT <br />REQUIRED WHERE THE GLASS BALUSTER PANELS ARE <br />LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OF <br />EQUAL THICKNESS AND OF THE SAME CLASS TYPF, <br />NOTE: ALL WOOD EXPOSED TO WE <br />WEATHER <br />TO BE PRESS, TRTO, OR HAVE NATURAL <br />RESISTANCE TO DECAY <br />ci <br />■ <br />e� <br />I <br />I <br />� <br />uj <br />cn <br />�s <br />bi <br />u <br />a <br />0 <br />I <br />xz <br />0 <br />