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♦ e. Y r T e! I <br />PRECAST HEADE"IN) <br />2 X 4 (MIN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PIN MIN 54AW SIZE.145eWALL <br />_ <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 V4') <br />6' FROM EACH END ARID 43' <br />O.C. MAX MIN 1-V4' EMBEDMENT r� <br />2 X 6 MIN 2 X 3) 2.3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 w;G <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8` FROM EACH END AND Ill' <br />O.C. MAX MIN I-1/4' EMBEDMENT <br />2 X 5 (MIN 2 X 9) 2-3K TAPCON <br />OR DRIVE PM (MIN SHANK SIZEAS <br />MIN HEAD SIZE 300OCKING <br />MIN EMBEDMENT 1 1/41)EATHING <br />WI <br />6' FROM EACH END AND B' <br />SLK EA END <br />O.C. MAX MIN 1.1/4' EMBEDMENTOftATHING <br />ARCHWAY DETAIL <br />/'_I116" AND UNDER <br />SCALE: V2'•I'-0' <br />Oft. TOPPLATE <br />2X4 16. OC. MAX <br />.145 MIR HEAD SIZE <br />300 MR <br />E V EA END NOT TO <br />ARCHWAY <br />EXCEED 18' OC. <br />MAX <br />2X4 SOLID <br />ST. PLATE <br />BLOCKING SECURE <br />V2'PLYWOOD- <br />TO SHEATHING WITH <br />OR 1/16' O.S.M. <br />MWL 2-12d PER BL1C <br />EA END <br />EXTERIOR ARCHWAY <br />SCALE: IR'•I'-0' <br />O 14 O.SB. ORY2' PLYWOOD SHEATHING <br />0 90 BLDG. FELT <br />Q 24' WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />0 MIST ADD D610, 36• WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />0 FIBERGLASS SHINGLES <br />DBL. TOP PLATE <br />2X4 16' O.C. MAX <br />SECURE 2X4 LLV 2-%1 <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE U45 MIN <br />HEAD SIZE 300 MIN. <br />EMBEDMENT I Y' W/IN 8' <br />EA END NOT TO EXCEEC <br />18' OC, MAX <br />2X4 SOLIE <br />BLOCKING SECUR <br />TO BREATHING Wlh <br />MIN. 2-12d PER BLK <br />EA ENE <br />PRECAST WEADEIKMN) <br />2 X 4 (MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK NZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1141) <br />8' FROM EACH END AND B' <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MIN SHAW 6IZE.145 <br />MIN 14EAD 817E 900 <br />MM EMBEDMENT 1 1/49 <br />8' FROM EACH END AND IS' <br />O.C. MAX. MIN 1.114' EMBEDMENT <br />2 X S (MIN2 X 3) 2-3/16 TAPCCJM <br />OR DRIVE P(MIN SHANK SIZE.145 <br />MIN 14EAD SIZE 300 <br />VI6' 086 BHEATHMG <br />MIN EMBEDMENT I 1/4') <br />2X4 16' DC. MAX <br />8' FROM EACH END AND 10' <br />(WHEN OVER IS- IN HEIGHT.) <br />OC. MAX. MIN 1•Ilb' EMBEDMENT <br />2X4 SOLID BLACKING - <br />SECURE TO SHEATHING W/ <br />MIN. 2-12d PER BILK EA END <br />ARCIjWAY DETAIL <br />�1 16 AND UP <br />SCALE: IR'•I'-0' <br />rFICLOSED VALLEY FLASHING DETAIL <br />TRUSS <br />1/2' CLG. BOARD G TEXT. <br />SIMPSONJ <br />SP4 • 32' <br />911-IF'SON SP4 <br />2X4 DBL. TOP PLATE <br />O.C. <br />e 32' OZ. <br />1/2' DRYWALL <br />2X4 WOOD STUDS 016' OC„ <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 0 <br />92' O.G. MAX <br />1/2'X9' AB. 32' OC. <br />1' EMBEDMENT <br />CONC. SLAB <br />2 -5'♦ CONT. <br />1-STORY <br />TNT. BEARING WALL <br />SCALE: 1/2'•1'-0I/2'•I'-0' <br />NOTE: FOR WALLS W/1,10 UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CON ECTOR& <br />DOUBLE TOP PLATE <br />2x4 CONTNNOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS • I6' OC. MAX, <br />UON. <br />3' T ( G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MOTA-36 0 32- <br />0C.MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTNCUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS 0 16' OC. MAX, <br />UON, <br />1/2' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB <br />W/ }'.%' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. FIN <br />SIMPSON SPA • 32' OC. MAX <br />�a1 INT. 2-STORY L.B.W. <br />SCALE: 1/2'.1'-0' <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />a' Ozz. SHEATHING OR j' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING TINDER <br />WALL STUDS SCUD <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'♦ EACH END <br />2x DOUBLE TOP PLATE <br />STUDS 0 16, OZ. <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />n9 ATTACHMENT <br />SCALE: V2'•I'•0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />WR-UdB 6'-8' OC. MAX. <br />1/B' TEXTURED FINISH <br />1/I6' OSB SHEATHING <br />2 X 4 K' OC. MAX <br />(WHEN OVER 16' IN HEEGHT.) <br />2 X 4 (WHEN OVER 16' IN HIEGNT.) <br />1/4' TEMPERED MABONITE <br />GLUE G NAIL <br />IF NEEDED. <br />2 X SOLID BLK'G 0 ARCH <br />SECURE W/2-12d EACH END <br />ATTACH ENT PER <br />MANUFACTURER'S SPECS. <br />MTL WDW FRAME <br />•NOTE NO GAP • WDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE, )R'•1'-0' <br />2 X 4 (MIN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S' FRCM EACH END ARID IS' <br />EXISTING BLK ASV. <br />O.C. MAX. MIN I-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 312-3/16 TAPCON <br />1/8, TEXTURED FINISH <br />OR DRIVE PIN (MIN SHAW SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' 090 SHEATHING <br />MIN EMBEDMENT 1 I/4') <br />B' FROM EACH END AND M' <br />2 X 4 16' O.C. MAX. <br />O.G. MAX. MIN1-I/4' EMBEDMENT <br />(WHEN OVER ib' IN HEIGHT.) <br />7 X 4 (WHEN OVER I6' <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />16' M HEIGHT.) <br />OR DRIVE PIN MIN SHANK SIZEU45 <br />MN HEAD 61g 300 <br />MIN EMBEDMENT 1 114') <br />2 X SOLID BLK'G 0 ARCH <br />SECURE Wl/1-Qd EACH END <br />S.FROM EACH END AND 10' <br />ATTAC 4 ENT PER <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />MANFACTURER'S SPECS. <br />MTL WDW FRAME <br />1/4' TEMPERED MASCNITE <br />GLUE G NAIL W/8d'8 S'-12' OC <br />'NOTE: NO GAWP 0 DW FRAME <br />TO EXCEED 1/4' <br />IF HEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />�,LLr <br />� SCALE: IR'•1'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOLUN FOR <br />CLARITY (SEE <br />SHOP DIUSSJ <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />UP US- SPT24 NAIL <br />PER MANUP. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' 0.8B. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE G CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />�- CONY. 1,4 SPF RAT RLN ' <br />SECURED W/ (2) 12d'♦ 0 EACH <br />TRIM <br />l2) 2.4 e! S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'0 0 EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />A'GYPSUM BOARD OR J' <br />HIGH STREHIr <br />'TH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE 0 ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT- <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-V TO 60-V (3) X-BRACE lU X-BRACE 0 CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />�n1 GABLE X- BRACING <br />SCALE, 1/2'-V-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d GUN NAILS <br />%tea n <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS 0 EA. TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />ALTERNATE caNNEcnoN CONV. FRAMED ROOF <br />MSTA-24 RAFTER TO BLKG SCALE: V2'•I'•0' <br />BETWEEN TRu6SEs <br />0'-0' TO 30'-0' (1)'X' BRACE <br />30'-1' TO 60.-0' (3)'X' BRACE <br />(I 'X' BRACE 0 CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />•30 FELT ON 1/Ib' 0U38. <br />(2) 2X4 4 SYP DIAGONAIL BRACE —V <br />W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' SRACING <br />IS PRESENT <br />(2) Vd NAILS EA END <br />TO TRUSS <br />1/1V OSB SHEATHING TRUSS 24' oc. <br />USE Ed NAILS AT <br />4' — EDGE 4 6' ...FIELD I/2' CLG. BOARD <br />2X4 IWU1/ 3/8' X 5 L.21 s32' C . MA NAIL CONT, RAT RN TO <br />OR SIMP80N MBTA-24 a 32' OZ. MAX. TRUSS W/ (2) 12d a EA TRUSS <br />2X4 SYP RAT ADJACENT <br />70 DIAGONAL BRACE. <br />SHEATHING NAILING TO BE <br />6' OC. IN FIELD DBL TOP PLATE <br />4' OC.OALL EDGES W/8d NAILS 2X4 STUD 16' O.C. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: V2'R... <br />• II15 UPLIFT <br />SIMPSCM HTSM20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CCNT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2)SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCCNS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRU58 <br />CONTINUOUS <br />BOND BEAM <br />TAP CANS <br />MIN 2' COVER <br />V APART <br />g TRUS AN HO RET 0 ' IT <br />N.TUN. <br />12, z <br />FINISH 61 LANDING <br />3/4' PLYWOOD FF, <br />DBL 2X6 <br />\ r 3v" MIN. FINI51-I <br />yl <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER <br />DETAIL <br />NAILED THRU 3/4' <br />FINISH e LANDING PLYWOOD INTO <br />EACH STRINGER <br />3/4' PLYWOOD FF. <br />LESS <br />THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR CUT TO FIT <br />JOIST <br />W/CONY. BEAD OF IX8 RISER <br />SUB -FLOOR ADHESIVE o° <br />PL-400 OR SIMILAR a z <br />HAND RAIL <br />EA HORIZONTAL RUN <br />m <br />SECURE TREADS TO STRINGER <br />W/(3)OS 3" SCREWS a EA v <br />STRINGER, UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IX10 TRIM <br />NOTE: i <br />I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS <br />-1-3/4" <br />MIN. TREAD 10% MAX. RISER <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />v Q <br />ADJACENT TO EACH OTHER SLAB <br />F <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR SECTION DETAILS <br />WINDERS- MIN. 6' WIDE s NARROW END <br />MIN, 11' WIDTH m 12' FROM NARROW END SCALE: <br />34' MIN. HANDRAIL HGT. <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA $: 0003325 <br />F <br />ti <br />v <br />O <br />V <br />O <br />O <br />--A <br />0 <br />POOR. ae LOT <br />SILVERADO <br />LOT #21 <br />BLK #6 <br />PAOJECT# <br />04128.000.02161 <br />Yopm <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />