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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANC 5IZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/49 <br />a' FROM EACH END MID 18- 4"- <br />O.C. MAX MIN 1-1/4' EMBEDMENT: m <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCONx <br />OR DRIVE PM (MIN SWANK SI2Z.145 w_ <br />MIN HEAD SIZE 300 I <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 16' <br />O.C. MAX MM I-V4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SWANK SIZE.I4S <br />MIN HEAD SIZE 300 2X4 50LID d-OCKING <br />MINEMBEDMENT Iva•) SECURE TO 5HEATHMG UV <br />8' FROI•I EACH END AND 10, MIN, 2-120 PER BLK EA. END <br />O.C. MAX MIN I-114' EMBEDMENT 1/16' O6B SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: IR'•I'-0' <br />DBL. TOP PLATE <br />2X4 I6' O.C. MAX <br />PIN MIN SHMK SIZE <br />op <br />145 MIN HEAD SIZE <br />300 MIN. <br />E'6'' E4 ENDT I OTWTO <br />ARGI-IU1AY <br />EXCEED 18' O.G. <br />MAX <br />2X4 SOLID <br />DT. F'L.ATE <br />BLOCKING. SECURE <br />V2' PLYWOOD - <br />TO SHEATHING WITH <br />OR TA6' OS.B. <br />MM. 2-Ud PER BLK <br />E4 END <br />r,1EXTERIOR ARCHWAY <br />V <br />SCALE: I/2'•I'-0' <br />Ti(y OSe. OR YZ PLYWOOD SHEATHING <br />Q W BLE>-FELT <br />Q3 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />— <br />® MUST ADD DI510, 36- WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL <br />Q FIBERGLASS SHINGLE$ <br />SIMP°ON SP, <br />EVERY <br />OTHER STUD <br />'!w-TA's TRU55 SIMFSC <br />1/2' CLG. BOARD t TEXT. SP4 e <br />2X4 DBL. TOP PLATE EVERY <br />V2' DRYWALL OTHER <br />2X4 WOOD STUDS elb' OL., STUD <br />UAO. ON TRUSS PLAN <br />2X4 CONT. STRESS I <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMP• d 5P4 e <br />32' O.G. MAX <br />CONG. SLAB <br />2 W. CONT. <br />1-STORY <br />INT. BEARING WALL <br />6 SCALE: IR'.I'-O• <br />NOTE FOR WALLS WNO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTOR$. <br />DBL TOP PLATE <br />2X4 16' O.G MAX <br />SECURE 2X4 W/ 2-its' <br />TAPCONS OR DRIVE PM <br />(MIN SHANK SIZE .145 MIN. <br />HEAD SIZE 300 MIN <br />EMBEDMENT 1 Ys' um a' <br />EA END NOT TO EXCEED <br />B' OG. MAX <br />2x4 50LIE <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN 2-12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />2 WITH WINDOW <br />SCALE: I/2'•1'-0' <br />PRECAST WEADEI6'MIN) <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />a' FROM EACH END AND 15' <br />O.G. MAX MM I-I/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />ipK <br />OR DRIVE PIN (MIN SHANK 5IZF-145 <br />MM HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4')a' <br />FROM EACH END AND 18' <br />O.C. MAX MINI-V4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM MIN SWANK SIM146 <br />MIN HEAD 51ZE 300 <br />1116' 085 5HEATWMG <br />MIN EMBEDMENT 1 1/4') <br />2X4 16' O.G. MAX <br />6' PROM EACH END AND V <br />(WHEN OVER 16' IN WEIGHT.) <br />O.G. MAX MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SEGURE TO 6HEATHING W/ <br />MM. 2-12d PER BLK EA END <br />r51CLOSED VALLEY FLASHING DETAIL <br />N.rs. <br />TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a le' O.G. MAX, <br />UO.N. <br />' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 a 32' <br />O.G. MAX <br />PRE -ENO FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINCUS STRESS <br />BLOCKING MID WALL <br />2x4 STUD$ a I6' O.G. MAX. <br />U.ON. <br />I/2' GYP. ILL. BD. <br />SECURE ST. PLATE TO SLAE <br />W/ }' W ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMIFSON <br />HIGH STRENGTH EPDXY T' <br />EMBED. MIN. <br />SIMFSON SPA a 32' O.G. MA: <br />0 1NT. 2-STORY L.B.W. <br />SCALE: IR'•I'-0' <br />ARCHWAY DETAIL <br />16 AND UP <br />SCALE: 1l1'•1'-0' <br />PRE-F_NG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />J' OSB. SHEATHING OR }• <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUD$ SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d's EACH END <br />2x DOUBLE TOP PLATE <br />STUD$ a 16' O.C. <br />MTS-12 a EVER STUD <br />2X4 BT. RATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: IR'.I'_0• <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W12-12d5 6'-8' O.C. MAX. <br />1/8' TEXTURED FINISH <br />T/*- 055 SHEATHING <br />2 X 4 YG' O.C. MAX <br />(UNEnJ OVER 16' IN HIEGWTJ <br />2 X 4 (WHEN OVER 16' IN REGHT.) <br />1/4' TEMPERED MASONITE <br />GLUE #NAIL W/8d'S 5'-12' O.G. <br />F NEEDED. <br />2 X SOLID BLKYG a ARCH <br />SECURE W/2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL WOW FRAME <br />'NOTE NO GAP a WDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK_ SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />8' PROM EACH END AN 16' <br />EXISTING BLK ABV. <br />OrMAY, MIN 1-V4• EMBEDMENTV4' <br />TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN MIN SWANK SIZEMS <br />MIN HEAD SIZE 300 <br />1116' 065 SHEATHING <br />MIN EMBEDMENT 1 1/49 <br />$' FROM EACH END AND 0' <br />2 X 4 16' D.C. MAX <br />OL. MAX MIN 1-1/4' EMBEDMENT <br />(WHEN OVER W' IN HEIGHT.) <br />2 X 4(WHEN OVER I6' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16' IN WEIGHT.) <br />M OR DRIVE P(MIN SWANK SIZE145 <br />MWEAD SIZE <br />M 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK* • ARCH <br />HEN <br />SECURE W/2 •ITd EAGEND <br />0' PROM EACH END AND 18' <br />ATTAC 41ENT PER <br />O.G. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S 9PEC'5. <br />MTL WOW FRAME <br />1/4' TEMPERED MASONITE <br />+NOTE: NO GAP • WDW FRAME <br />GLUE # NAIL W/Sd'S a'-T2' O.G. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />�u1 CUTAWAY <br />SCALE: IR'.I'•0' <br />ASPHALT SHINGLES OVER <br />W FELT ON l/16' OSB. <br />PRE -ENO GABLE TRUSS <br />SPF STIFFBACK <br />(SEE 5EAL0 ENG. PACK FOR <br />SIZE t CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />—T. 1,4 5PF RAT FIN 1 <br />SECURED W/ (2) 12d's a EA_W <br />TRUSS <br />(2) 2x4 e2 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d's a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />1' GYPSU2.1 BOARD OR }' <br />HIGH $TREWsTH CLC <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (U X-BRACE <br />TO 60'-0' l3J X-BRACE (V X-BRACE a CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />GABLE X-BRACING <br />SCALE: 12'.I'-0' <br />2. RIDGE ONE SIZE LAF43ER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />HIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER UP <br />MR (3)12.1 NAILS OR <br />MM. (4) 10d GUN NAILS <br />IxS NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS a EA rRJSS <br />RAFTER TO TRUSS NTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE -ENO TPo155ES <br />PRE -ENO. TRUSS <br />ALTERNATE CONNECTION <br />MSTA-24 RAFTER TO BLK'G <br />BETWEEN TRUSSES <br />FIBERGLASS SHINGLES OVER <br />-30 FELT ON 1/I6' 0.5.8. <br />10 CONV. E: F <br />Vl'•I'-0'RAMED ROOF <br />SCAL <br />0'-0' TO 30'-0' (U 7<' BRACE <br />TO 60'-V (3) 'X' BRACE <br />(1 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />(2) 2X4 -2 SYP DIAGONAIL BRACE —� <br />W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />S PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SIFALD ENG. PACK FOR <br />SIZE t CONNECTION) <br />1116' 09B SHEATHING — <br />USE 8d NAILS AT <br />4' — EDGESt 6' o . FIELD <br />2X4 , 3/8' X 5 LAG e32' O.C. <br />OR 91MP,,GN MSTA-24 • 32' O.C. <br />SHEATHING NAILING TO BE <br />6'-8' OL. IN FIELD <br />4' Or. -ALL EDGES W/ed NAILS <br />TRUSS 24' o <br />1/2' CLG. BOARD <br />NAIL CONT. RAT TEEN TO <br />TRUSS W/ (2) 12d a EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD I6' O.G. MAX <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: V2'•I'-O' <br />• 1115 UPLIFT <br />SIMPSOM HT <br />WA0 IOd TO TRUSS <br />AND (4) I/4' x 2 1/4' <br />TAPCONS TO CONi <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSOM HT51-120 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 114' <br />TAPCONS TO CONT <br />r11TRUSS ANCHOR RETROFIT <br />N TS. <br />12" z <br />FINISH m LANDING E <br />3/4' PLYWOOD FF. <br />DBL 2X6 - <br />i <br />I 36" MIN. FINISH <br />- - — -_7r <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER <br />DETAIL <br />NAILED THRU 3/4' <br />PLYWOOD INTO <br />FINISH o LANDING <br />3/4' PLYWOOD FF. EACH STRINGER <br />LE55 THAN 4' TYP. <br />3-2XI2 5YP STRINGER DBL 2XI2 2X12 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR GUT TO FI7 <br />W/CONT. BEAD OF FLOOR JOIST IXS RISER <br />SUB -FLOOR ADHESIVE IO <br />PL-400 OR SIMILAR o z <br />HAND RAIL <br />EA HORIZONTAL RUN <br />m <br />SECURE TREADS TO STRINGER m <br />u <br />W/(3n 3' SCREWS o EA v <br />STRINGER, UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SU$-FLOOR SHEATHING <br />IX10 TRIM <br />NOTE: <br />I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBGR 5TH EDITION (2014) (3)10d GUT NAILS <br />MIN. TREAD 10', MAX. RI5ER 1-3/4' <br />3/16' MAX. VARIATION IN RI6ER5/TREAD5 SLEEPER INTOQ <br />ADJACENT TO EACH OTHER <br />SLA$ <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA, <br />TO $E 1 3/4' +•-1/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR SECTION DETAILS <br />WINDERS- MIN. Fi' WIDE Q NARROW END <br />MIN, 11' WIDTH o 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />A R C R I T E C T S <br />Masi n <br />Grounc. <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />y <br />V <br />O <br />4 <br />V <br />O <br />F <br />O <br />14 <br />ti <br />8UTHDIV. dE L(oT: <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />PROJECT* <br />04128.000-17001 <br />bWDM U <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BVMG. <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EU. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />9 <br />'D 11/09/16 <br />BCALH: 1/4"=1'-0" <br />BHEE-pgT--��) <br />JV <br />