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2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN.(3)12d OR <br />PRECAST HEADERfMN) <br />A <br />MIN. (4) 110d GUNLNAIILS <br />2 X 4 (MN 2 X 3) 1-3/16 TAPCON <br />DBL. TOP PLATE <br />Ixb COLLAR TIE AT EVERY OTHER <br />OR DRIVE PIN (FIN 814AK SIZEJ45 <br />SECURE 2 X RIP TO FIT <br />RAFTER W/ <br />MN HEAD SIZE 300 <br />DBL. TOP PLATE <br />W/U-T2dS 6'-8' OC MAX <br />MN. I2d NAILS OR <br />MN EMBEDMENT 1 1/4.) <br />2X4 16. O.G. MAX <br />� <br />) I <br />MIN. (4) 10d GUN NAILS <br />e' FROM EACH END AND IB' a' <br />ln6' 096 SHEATHING <br />OL. MAX MIN I-1/4• EMBEDMENT ,T.w <br />2 X 4 B' Of' MAX <br />2x RAFTERS <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON '�� <br />(WHEN OVER 16' IN HIEGHT.) <br />OR DRIVE PIN (MN SHAK SIZEJ45 w_ <br />Ix8 NAILER SECURE TO TRUSSES <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />EOL. <br />SECURE 2X4 W/ 2-4,(' <br />TAPCCNB OR DRIVE PN <br />(MN. SHAK SIZE J45 MM. <br />2 X 4 (UMEN OVER 16- IN HIEGHTJ <br />V4' TEMPERED MA9ONITE <br />BELOW W/ <br />(2)12+ OR <br />8• FROM EACH END AND 18' <br />HEAD 912E 900 MN. <br />GLUE 4 NAIL W/ed5 8'-12' D.C. <br />(3) IOd C NAILS EA.ILS <br />HIN I-Va' EMBEDMENT <br />MAX(MM <br />EMBEDMENT 11i WIN 8' <br />IF NEEDED. <br />2 X 8 7 X 3) 2-3/16 TAPCON <br />EA END NOT TO EXCEED <br />BT. PLATE <br />2 X SOLID BLK'G s ARCH <br />OR DRIVE PIN (MIN. SHANK SIZEMS <br />MIN HEAD SIZE 300 2X4 SOLID BLOCKING <br />10' OC. MAX <br />SECURE W/2-I26 EACH END <br />RAFTER TO TRUSS MT$-12 <br />CREATE VOID FOR STRAP <br />MM EMBEDMENT 1 I/4') SECURE TO SHEATHING W/ <br />ATTACNHEW PER <br />PENETRATION <br />8• FROM EACH END AND 16' MIN. 3-I2d PER DLK EA END <br />MAIIFACTILFER9 SPECS. <br />ROOF DECKING OVER <br />OL. MAX MIN 1-1/4' EMBEq'IENT lA6' OSB SHEATHING <br />MTL WDW FRAME <br />PRE-ENG TRUSSES <br />CFIU WALL <br />2X4 SOLID <br />BLOCKING SECURE <br />TO 3H'EATHING WIiH <br />V2' F'LTWIOOD <br />OR 1A6' <br />OSB <br />Y-NOTE: NO GAP • WDW FRAME <br />TO EXCEED 1/4• <br />PR£-ENG. TRUSS <br />ARCHWAY DETAIL <br />MIN. 2-12dPER BLK EXTERIOR <br />ARCHWAY <br />ARCHWAY DETAIL <br />1�CONV. FRAMED ROOF <br />rT�16" AND UNDER <br />EA` END <br />WITH WINDOW <br />I <br />CUTAWAY <br />ALTERNATE CONNECTION <br />META-24 RAFTER TO BLK'G SCALE: I/!'.1'-0' <br />1 SCALE: VU'.I'-0' <br />2 SCALE: 1/2'.1'-0' <br />A SCALE: I/U'.I'-0' <br />BETWEEN TRU88ES <br />DBL. TOP PLATE <br />2X4 IL' OC MAX <br />SECURE 2X4 TO <br />WOOD W/2-I2d • 6'-e' <br />O.C. STAGGERED <br />PIN (MIN. SHANK 61ZE <br />J45 MIN HEAD SIZE <br />°N MIN <br />EMBEDMENT $'' EA. END Ny`D IIOTWAR ARCHWAY <br />EXCEED IW OC <br />MAX <br />2X4 SOLD BT. PLATE <br />BLOCKING SECURE I/)' PLYWOOO- <br />TO 8NIEATHING WITH OR 1/16, ObB. <br />MIN 2-I2d PER SILK <br />EA END <br />r;j1EXTERIOR ARCHWAY <br />SCALE: 1/2'.I'-0- <br />_ <br />lO. <br />1,W OSB. OR IV PLYWOOD SHEATHING <br />O <br />W SLOG. FELT <br />O3 <br />24• WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />�• <br />O <br />MIST ADD D1510, 36- WIDE AND <br />AND MUST BE A MN 24- WIDE METAL. <br />0 <br />FIBERGLASS SHINGLES <br />SIMF50N SP. <br />• EVERY <br />OTHER STUD <br />71M-FAB TRUSS <br />1/2' CLG. BOARD 4 TEXT. <br />2X4 DBL. TOP PLATE <br />1/2' DRYWALL <br />2X4 WOOD STUDS <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 a <br />52' OC. MAX <br />CONC. SLAB <br />LL�2 SL CON. <br />1-STORY <br />INT. BEARING WALL <br />SCALE: IR•.I'-m' <br />NOTE: FOR WALLS W/NO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS, <br />PRECAST WEADER'MIN) <br />2 X 4 (MIN 2 X 3) 1-!06 TAPCON <br />OR DRIVE PN (MN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND Is. <br />Or -MAX MIN I.1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT I 1/4') <br />8' FROMEACH END AN18'OL. <br />MAX MN 1-1/4' EMBEDMENT <br />2 X 8 (MN 2 X 3) 2-3AO TAPCON <br />OR DRIVE PIN (MN SHANK 912E.I49 <br />MIN HEAD SIZE 300 <br />1/16'OM SHEATNING <br />MN EMBEDMENT 1 1/4') <br />2X4 16' OL, MAX <br />8' FRGM EACH END AND 18' <br />(WHEN OVER 16- IN HEIGHTJ <br />O.C. MAX MN I-1/4' EMBEDMENT <br />2X4 SOLD BLOCKING - <br />SECURE TO SHEATHING W/ <br />MIN. 242d PER BLK EA END <br />(A� ARCHWAY DETAIL <br />16" AND UP <br />Y SCALE: 1/1-.I'-0' <br />,/CLOSED VALLEY FLASHING DETAIL <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2,4 STUDS • 16' Or- MAX, <br />UON. <br />J' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />240 FLOOR STUDS <br />SIMPSON MSTA-36 a 32' <br />OL- MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS ® I6. Or- MAX, <br />UA)IL <br />1/2' GYP. WL- BD. <br />SECURE ST. PLATE TO $LA <br />W/ I•x9• ANCHOR BOLT W/ 2- <br />WASHER SET N SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMB trx M INL <br />SIMPSON SP4 • 32- O.C. MA <br />J INT. 2-STORY LB.W. <br />SCALE: I/2'.I'_0• <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />j' O.S.B. SHEATHING OR }' <br />CDX PLYWOOD SECIUI ED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS IJJ/ <br />(3) 12d'c EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • 16, O.C. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: IR'•I'-0' <br />2 X 4 (MN 2 X 3) 1-3/Ib TAPCON <br />OR DRIVE PH (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' iRPOM EACH END AND B' <br />EXISTING BLK ABV. <br />OL. MAX MN 1-1/4' EMBEDMENT <br />I/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCCN <br />IAW TEXTURED FINISH <br />OR DRIVE PIN (MN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />1/16- OSB SHEATHING <br />MN EMBEDMENT I 1/4') <br />8' FROMM EACH END AND IS' <br />2 4 16' OL.6' IN <br />(WHEN OVER HEIGHT.) <br />OL. MAX MN I-V4' EMBEDMENT <br />ER Ka' <br />x a (WHEN OVER <br />2 X 8 (MN 2 X 3) 2.3/16 TAPCOJ <br />16' N HEIC=HTJ <br />OR DRIVE PH (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 I/4') <br />2 X SOLD BLK'G . ARCH <br />SECURE W/2.12d EACH END <br />8' FROM EACH END AND 18' <br />ATTACHMENT PER <br />OZ.MAX MN I-114, EMBEDMENT <br />MANUFACTURER'S SPEC'S. <br />MTL uDW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE: NO GAP • UdU FRAME <br />GLUE 4 NAIL W/8d'. S 8'-12. OL <br />TO EXCEED 114' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />SCALE: 1/1'.I'-0' <br />ASPHALT SHINGLES OVER <br />W FELT ON lAb' OSB. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X• BR.ACR-Y IS PRESENT <br />CONT, 1,4 9" RAT RUN - <br />UN ' <br />SECURED W/!2) 12d'e •EACH <br />TRUSS <br />(2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3) <br />I2d'= = EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER S-TRUSSES <br />I' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0-0• TO 30'-0- (1)X-BRACE <br />0' 3-1' TO 60'-0' (3) X-BRACE (I) X-BRACE s CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />9 GABLE X-BRACING <br />SCALE: <br />0'-0' TO 312>'-0' (1)'X' BRACE <br />30'-R TO 60'-0- (3)'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />5O FELT ON 1/16' OAS. <br />(2) 2X4 -U SYP DIAGO-NAIL BRACE � <br />W/ 3-12d w EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRJSSES <br />2X4 BLOCKING WHERE 'X' BF <br />IS PRESENT <br />(2) 106 NAILS EA END <br />TO TRUSS <br />SPF STIFFBADK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />1/16' OSB SHEATHING - <br />USE 8d NAILS AT <br />4' - EDGE 4 6' 04:. FIELD <br />2X4 UJ 3/S- X'� LAG =32' OL. <br />OR 91MP80N M TA-24 a 32' OL. <br />SHEATHING NAILING TO BE <br />6'-8' D.C. IN FIELD <br />4. OCAALL EDGES W/Sd NAILS <br />TRUSS 24' - <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ 0) 12d • EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' OC. MAX <br />A,2-STORYGABLE END CROSS BRACING <br />SCALE: 1/2'.I'-0' <br />FINISH o LANDING <br />3/4' PLYWOOD F.F. <br />LANDING DETAIL <br />FINISH a LANDING- <br />3/4' PLYWOOD FF. <br />• HIS UPLIFT <br />SIMP° HT"O <br />W/10 IOd TO TRUSS <br />AND (4)1/4. <br />x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSOM HT5M20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4)1/4'. 2 1/4. <br />TAPCONS TO CONT <br />�1TRUS5 N HOR RETROFIT <br />N.T9. <br />12' z <br />I <br />Z C <br />36" '11N. FINISH <br />3/4' PLYWOOD WITH <br />4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />PLYWOOD INTO <br />EACH STRINGER 7 <br />3-2x12 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W/2X4 SPFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR s <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)05 3' SCREWS B EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER 1-3/4' <br />3/Iro' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/&' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPABI L I TY <br />WINDERS- MIN. 6' WIDE o NARROW END <br />MIN. II' WIDTH M3 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />LESS THAN 4' TYP. <br />2XI2 TREAD <br />ETWEEN SPINDLES <br />CUT TO FIT <br />IXS RISER <br />10, <br />z HAND RAIL <br />1/2 DRYWALL <br />IXIO TRIM <br />AILS <br />(3) 10d CUT NAILS <br />2X4 P.T. <br />SLEEPER INTO <br />SLAB <br />I' NOSING TYP. <br />m Q <br />STAIR SECTION DETAILS <br />SCALE: 3/4' = I'-0' <br />A R C N I T E C T S <br />ResOin <br />GrMNMe. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.eom <br />AA k: 0003326 <br />x <br />m <br />a <br />V <br />W <br />O <br />F <br />4 <br />V <br />h <br />V <br />O <br />F <br />O <br />8T.7HDM Se LOT <br />SILVERADO <br />LOT 8 <br />BLK 1 <br />PROJECT <br />04128.00 -08001 <br />UODEL: <br />4EBB <br />1828- CALI" <br />GARAGE SVfMG: <br />RIGHT <br />PAGE- <br />misc. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORDA <br />J 7` <br />DA 10/21/16 <br />SCALE: 1 /4"= V - 0" <br />DHEET <br />D 5 <br />