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cn <br />as <br />ASPHALT SWINGLE ROOF m <br />—WOOD TRUSSES PER MFGR. RECOMMENDATIONS OVER w <br />1/2" PLYWOOD ROOF SHEATHING INSTALLED > w <br />PERPENDICULAR TO ROOF TRUSSES 0 <br />WITI-4 STAGGERED END JOINTS, NAILED X <br />WITH SD COMMON NAILS 0 6" O.C, ON 0- <br />I _' 13- <br />EDGES AND IN FIELDS, AND 0 4" WITHIN 5' <br />OF EDGE OF ROOF, OVER ENG. WOOD TRUSSES <br />W2.5A HURRICANE <br />CLIP ON <br />R-30 BATT INSULATION <br />TRUSSES <br />NON GIRDER <br />BETWEEN TRUSSES <br />1/2" GYP. 5D. CEILING <br />TAPED AND SPRAYED <br />(2) 2XI2 HEADER WITH 1/2" PLYWOOD GussET <br />2 X 4 STUDS a Iro" O.C. <br />SPF CONST GRADE OR BETTER <br />RM BATT INSULATION <br />1/2" GYP. BD. <br />TAPED AND PAIIITED--­-� <br />1/2" A30-7 THREADED ROD <br />ATTACHED TO J-BOLT EVERY ro' <br />WITH 1/2" TITEN HD ROD COUPLERS <br />AND TOP/15OTTOM PLATE WITH 1/2" <br />NUTS AND WASHERS <br />3/4" sTURDI-FLR (23/32") <br />Iro" FLOOR TRUSS a 2'OC WITH <br />3/4" SUIB-FLOOR CREATES A <br />11 L_ <br />110. = f-L-L.1vm � 1 0 1 mr-1 * li.Kl+ <br />RIM BOARD ON TOP OF <br />TRUSS ENDS AROUND <br />PERIMETER <br />R-19 INSULATION IN BETWEEN <br />FLOOR TRUSSES <br />2X& PT BOTTOM PLATE <br />SIMPSON LBOLT50800 1/2" <br />X 8" J-BOLT OR EQUIVALENT <br />STAGGERED MAX 39," AND <br />WITHIN 6" OF CORNERS AND <br />OPENINGS. <br />POURED TOP COURSE KNOCK -OUT BLOCKS <br />WITH (1) 05 REBAR. ALL VERT REBAR Wl" <br />BE TIED TO WORIZ REBAR <br />8" X 8" CONCRETE LINTEL WITH (1) 0 5 BAR <br />ABOVE OPENINGS EXTENDING 9" PAST ON <br />EACW SIDE <br />1/2" DRYWALL OVER ix FURRING STRIPS <br />AND RIGID Rro OR BETTER INSULATION. <br />HORIZONTAL IX4 ACROSS TOP AND <br />BOTTOM FOR FIRE STOPPING AND TRIM <br />NAILER. <br />FOR NON -MASONRY LOAD -SEARING <br />WALLS, USE 1/2"xS" J-50LTS AT 4' OC <br />AND ON EACH SIDE OF ALL <br />SPLICES, OPENINGS, AND CORNERS., <br />USE 1/2" TITEN WD ROD COUPLERS <br />TO FASTEN THE 1/2" THREADED <br />RODS OF THE INTERIOR BEARING <br />WALLS TO J-BOLTIS, 1/2" THREADED <br />ROD EPDXIED INTO SLAB WITH AN <br />0" EMBEDMENT MAY BE USED IN <br />LIEU OF I/2"X&"J-BOLTS <br />9pMIL VAPOR BARRIER <br />TREATED, CLEAN, COMPACTED FILL <br />TYPICAL WALL <br />1.4 <br />2411 <br />HUG20-2 FOR <br />BEAM TO WALL <br />12" <br />ALUMINUM DRIP EDGE <br />VENTED VINYL SOFFIT <br />WARDI PLANK SIDING <br />OVER TYVEK HOUSE WRAP <br />1/2" PLYWOOD. FASTEN W1 8d <br />COMMON, NAIL SIDE EDGES AND <br />INTERIOR EDGES Oro" OC AND END <br />EDGES *&" oc IN STAGGERED ROWS. <br />KEEP SHEATHING OFF MASONRY. RUN <br />PLYWOOD TO BOTTOM OF 2X& BILL <br />PLATE <br />PROVIDE 2X4 BLOCKING IN WALLS <br />FOR NAILING TOP OF TRUSS TO <br />H2.5A HURRICANE CLIP FOR <br />TRUSS TO BEAM/WALL <br />CONNECTIONS <br />NAIL 1/2" PLYWOOD TO UNDERSIDE <br />OF TRUSSES AND ATTACH VINYL <br />SOFFIT FOR CEILING <br />-- — - — - — - — - — - <br />8" BLOCK EXTERIOR WALLS 9'wEIGHT <br />-(12 BLOCKS) <br />CEMENTATIOUS COATING OVER 8" <br />BLOCK 1/2" THICK <br />1- 05 VERT 0 CORNERS, OPENING'S <br />AND ro'-O" O.C.. MIN 30" LAP <br />16 <br />#4r h., <br />2X4 OUTILOOKERS CONNECTED TO <br />TRUSS WITH H2.5A CLIPS <br />2-2X8 02 SYP NAILED TOGETHER <br />WITI4 STAGGERED 12d COMMONS <br />0 6" O.C. NOTCHED INTO POSTS <br />AND FASTENED WITH (2) 5/8" X <br />9" BOLTS W/ 2" WASHERS <br />CARRIAGE BOLTS, AND NUTS <br />- — - — - — - — - — - — - — - - <br />ro" X 6" PT <br />POST <br />SIMPSON ABUbb W/14 <br />-I&d COMMONS TO POST <br />- (1) 5/8" EXP BOLT TO <br />SLAB <br />NOTES <br />1. (3) 2X4 STUD PACK 5ELOW ENDS OF GIRDER TRUSSES <br />(SEE TRUSS LAYOUT FOR LOCATIONS) <br />2, ALL HEADERS ARE DOUIBLE MINIMUM (2) 2XIO WITH 1/2" <br />PLYWOOD SPACER <br />3. lx4 PT FURRING STRIPS AT TOP AND 50TTOM OF <br />WALLS AND AROUND OPENINGS. IX2 PT EVERYWHERE <br />ELSE. <br />Iro-15 " FLF <br />8' IS' WAL <br />CROSS SECTION A <br />STAIR DETAIL <br />NOTE: CELL <br />MUST BE <br />GROUTED <br />SOLID AT <br />BEAM CONN. <br />(2)2X& BEAM <br />BLOCK <br />iD TO SLAB <br />4TS <br />3811 <br />HANDRAIL5 5HALL HAVE A EITHER A CROSS <br />SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL <br />PROVIDE EQUIVALENT GRASPABILITY. <br />CLEAR SPACE BETWEEN HANDRAIL 4 WALL <br />SHALL BE A MIN. OF 1-1/2" INCHES. <br />PER PLANOR <br />SEE 1=1 EVATION <br />HUC-28-2 <br />5EAM/WALL CONNECTION <br />A <br />V/ J, <br />0:z <br />LLI <br />Z 00 <br />o <br />C\l <br />_c <br />LLI <br />70 <br />a) <br />4� <br />0 <br />z <br />U) <br />co <br />z <br />di <br />E <br />E <br />0 <br />2 <br />C U) <br />uic') <br />cb a) <br />c\l <br />Lo <br />cb a) a) <br />0 = cm <br />'T @ <br />co <br />ui <br />< <br />FEW -0 <br />U- <br />to <br />0 N <br />ui c\l �c c\l <br />T- 0 <br />co Z <br />"I <br />2 <br />tu <br />C/3 <br />cl) <br />ci) <br />:3 <br />0 <br />'r <br />c <br />cz <br />0) <br />:3 <br />cli <br />cri <br />c\j <br />ce) <br />co <br />cf) <br />co <br />i-L vo <br />