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2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) Me NAILS OR <br />PRECAST HEADER(MIN) <br />A <br />MRL (4) 1" GUN NAILS <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />DBL. TOP PLATE <br />Ixb COLLAR TIE ATEVERY TR <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />SECJlRE 2 X RIP TO FIT <br />III/ <br />MN HEAD SIZE 300 <br />PLATE <br />COL. TOP PLATE <br />Wa-Qd6 b'-e' OL. MAX <br />MIN. (3) 12d NAILS OR <br />MIN EMBEDMENT 1 IM') <br />2X4 IBM MAX. <br />1/8, TEXTURED FINISH <br />MIN. (4) Wd GUN NAILS <br />8' FROM EACH END AND B' <br />1/W' 08B SHEATHING <br />OL. MAX MIN I-1/4' EMBEDMENT <br />2- 4 E' OL. MAX. <br />2x RATTERS <br />2 x 6 (MIN 2 X 3) 2-3/16 TAPCON ? <br />(LL4EN OVER'16' M HIEGNTJ <br />OR DRIVE P'M (MIN 9HAK SIZE.Wb �' <br />Ix8 NAILER SECURE TO TRUSSES <br />MIN HEAD SIZE 3" <br />SECURE 2X4 W/ 2-% <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />BELOW LU/ <br />MIN EMBEDMENT 11/4') <br />1APCON6 OR DRIVE PM <br />(MIN SHANK 612E MM. <br />1/4' TEMPERED MASONITE <br />(2) 12d NAILS OR <br />EACHAND <br />S.PfOOM EACH END AND B' <br />.H5 <br />HEAD SIZE 300 MIN. <br />GLUE 4 NAIL W/Sd'6 8'-I2' O.C. <br />(3) 10d GUN NAILS • EA TRUSS <br />END <br />O.C. MAX MM Nt <br />EMBEDMENT I Y.' W/M e' <br />d' NEEDED. <br />7 X 8 (MIN 2 X 3) 2-3/16 iAPCCN <br />EA END NOT ED <br />2 X SOLID SLK'G ARCHRAF-TER <br />TO TRUS6 MTS-12 <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 2X4 SOLID BLOCKING <br />1 .OL. MAX <br />NPLAT <br />SECURE W/2-Qd EACH END <br />CREATE VOID FOR STRAP <br />MIN EMBEDMENT 1 V4') SEQIRE TO SHEATHING W/ <br />qnq .E PER <br />PENETRA110N <br />MIN. 2-12d PER BLK EA END <br />8' FROM EACH END AND I8' <br />MANIF4CTURER'8 SPECS. <br />ROOF DECKING OVER <br />.MAX. MIN I-V4' EMBEDMENT 1/IB' OSS SHEATHING <br />MTL WDW FRAME <br />PRE-ENG TW416SES <br />CMW WALL <br />2X4 SOLID BLOCKING SECURE <br />'NOTE: NO GAP • WDW FRAME <br />PRE-ENKs. TRUSS <br />ARCHWAY DETAIL <br />TO SHEATHING WITH <br />MIN. 2-12d PER r- EXTERIOR ARCHWAY <br />TO EXCEED VA, <br />ARCHWAY DETAIL <br />ALTERNATE CONNECTION �1 CONV. FRAMED OOF <br />�116" AND UNDER <br />WITH WINDOW <br />CUTAWAY <br />MSTA-24 RAFTER TO SLKYs SCALE: J'•1'-0' <br />SCALE: V2'•1'-®' <br />2 SCALE I/1'.1'_®: <br />A SCALE, U2'•I'-0' <br />BETWEEN TRUSSES <br />DEL. TOP PLATE <br />2X4 16' OZ. MAX <br />EMBEDMENT I Y'W/1N <br />8' EA. END NOT TO <br />ARCHWAY <br />EXCEED MI' OL. <br />MAX <br />2X4 SOLID <br />ST. PLATE <br />DLOCKNG BECUIIE <br />U2' PLYWOOD- <br />10 SHEATHING WITH <br />OR I/I6' OSD. <br />MN 2-12d PER MILK <br />EA. END <br />EXTERIOR ARCHWAY <br />V SCALE: I!1'•I'-0' <br />0 14 OSB. OR IV PLYWOOD SHEATHING <br />1O. '30 BLOG. FELT <br />0 24' WIDE 26 GA. GALVANIZED METAL <br />PLABHIING <br />MUST ADD DIS10 M' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />(9) FISER3LA886HINGLEO <br />PRECAST HEADER(MRU <br />2 X 4 (MIN 2 X 311.3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK S1ZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 V4') <br />B' FROM EACH END AND IS- <br />orMAX MIN 1-1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PM (MIN SHANK 61ZE.145 <br />MM HEAD SIZE 300 <br />MIN EMIBECIENT 1 114.) <br />e' FROMEACH END AND I•' <br />OL, MAX* MIN 1-V4' EMBEOMENT <br />2 X 8 MIN 2 X 3) 2-3/16TAPCCN <br />OR DRIVE PM MIN SHAW SIZE.I4S <br />MIN HEAD SIZE 300 <br />1/I6' CSB SHEATHING — <br />MIN EMBEDMENT 1 1/4') <br />2X4 16' OZ. MAX <br />8' FROM EACH END AND ID' <br />(WHEN OVER 16' IN HEIGHT.) <br />OL. MAX MIN I-1/4. EMBEDMENT <br />2X4 60LID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN. 2.12d PER BLK EA END <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.TS. <br />DOUBLE TOP PLATE <br />2x4 CONTNOUS STRESS <br />17 W'MBLOCKING MID WALL <br />I!t' CLG. BOARD 1 TEN. SIMPSON*32 2.4 STUDS • 16' OL, MAX, <br />SIMPSON SP4 2X4 DBL. TOP PLATE O 4 8 32' U031L <br />e W' OL, 1/2' DRI'WALSIMPSON <br />I' T 4 G SUBFLOOR GLUED <br />2ND FLOOR STUDS <br />2X4 WOOD STUDS -16, OL.. AND SCREWED AS PER <br />UNA. ON TRUSS PLAN FASTENER SCHEDULE <br />2X4 C:;W. STRE66 IST FLOOR STUDS TO <br />BLOCKINGMAXG MID -WALL META-36 a 92' <br />OL. MAX <br />2X4 PT. PLATE <br />SIMPSON SP4 <br />32' OL. MAX <br />PIE-ENIG FLOOR 1RU99 <br />R'XW A.D. 32' D.C. <br />DOUBLE TOP PLATE <br />11 EMBEDMENT <br />2x4 CONTNOUS STRESS <br />I <br />BLOCKING MID WALL <br />\�CCNC. <br />2x4 STUDS • 16' OL. MAX, <br />SLAB <br />U. <br />17N <br />"-2 9's COIN. <br />V2' GIP. WL. BD. <br />SECURE ST. PLATE TO SLAB <br />W/ i'x9• ANCHIOR 150LT W/ 2• <br />R SET IN BIMPSCN <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMPSON SPA • 32' OL. MAX <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE, 1/2'•I'-0• <br />NOTE: FOR WALL. WINO UPLIFT OR <br />HA0 FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />8 I T. 2-STORY LBW. <br />SCALE, •I'-0' <br />ARCHWAY DETAIL <br />16 AND UP <br />SCALE: I/2'.I'_0• <br />PRE-ENG TRUSSES OR <br />CCNV. FRAMED RAFTERS <br />J' OSE. SHEATHING OR I' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS $DUKE <br />BETWEEN TRUSS BAY$ W/ <br />(3) 12d'n EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • 16. OL, <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: V2'.1'_0• <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK SIZEY/S <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT 1 114') <br />6' FROM EACH END AND IS' <br />EXISTING MILK ASV. <br />D.C. MAX, MIN 1-1/4' EMBEDMENT <br />114' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2.3/16 TAPCON <br />1/8, TEXTURED FINISH <br />OR DRIVE PIN MIN SHANK SIZE.14S <br />MM HEAD SIZE 300 <br />1/16' 086 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND I•' <br />2 X 4 W' OL. <br />(WHEN OVER MAXE' IN HEIGHT.)O.C. <br />MAX MIN 1-1/4' EMBEDMENTT2 <br />X 4 (WHEN OVER 16' <br />2 X 8 (MN 2 X 312-3/16 TAPCON <br />16, IN HEIGa14TJ <br />OR DRIVE PIN (MIN SHAK SIZEI45 <br />MIN HEAD SIZE JIM <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK'G •ARCH <br />SECURE WR-12d EACH END <br />8' PROM EACH END AND IBM <br />ATTACHMENT PER <br />C.C. MAX. MIN 1-1/4' EMBEDMENT <br />MANIFACTUMWS BPEC'S <br />MTL UAW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE' NO GAP • WOW FRAME <br />GLUE 4 NAIL W/Bd'S e212- OL. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: V2'•I'-0• <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOUN FOR <br />CLARITY (SEE <br />SHOP DUGS.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP SPT24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />::OF EXTERIOR WALL <br />6 SCALE: Nt5 <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/16' O.S.B. <br />PIE-ENG GABLE TRUSS <br />((SEK SEESETK. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SFF BLOCKING BETWEEN TRI5SES <br />WERE 'X' BRACING IS PRESENT <br />CONT. 2.4 SFF RAT RUN ' <br />SECURED W/ (2) 12d's - EACH <br />TRUSS <br />(2) 2x4 4 S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'H • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />'' GYPSUM BOARD OR I' <br />NIGH STRENGTH CLG, <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS IERFORCEMENT. <br />0'-0' TO 30'-0' (1)X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />10 GABLE X-BRACING <br />SCALE: LQ'•I'-0' <br />W-O' TO 30'-0' (U DC BRACE <br />30'-P TO 60.-0' (3)'X' BRACE <br />(1 'X' BRACE CENTER) <br />(2 'XBRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />W FELT ON 1/16' OSB. <br />(2) 2X4 •2 SYP DIAGONAL BRACE <br />W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) Wd NAILS EA END <br />TO TRUSS <br />1/I6' OSB SHEATHING — <br />USE Sol NAILS AT <br />4' o- EDGE A 6' —FIELD <br />2X4 W/ 9/8' X 8 LqqGG •32' OL. <br />OR.IMPSCN M97A•24 s 32' D.C. <br />SHEATHING NAILING TO BE <br />W OL. IN FIELD <br />4' OCAALL EDGES W/Sd NAILS <br />TRUSS 24' oc. <br />1//' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) 12d • EA TRUSS <br />2x4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' OL. MAX <br />112-STORY GABLE END CROSS BRACING <br />SCALE, I/2'•I'-m' <br />• IT15 UPLIFT <br />SIMP.OM HTSMQO <br />W/10 10d TO TRUSS <br />AND (4) 114' x 2 114' <br />TAPCONS TO COW <br />POURED LINTEL <br />' 2350 UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 114. <br />12 s FT <br />N.Ts. <br />12" Z <br />FINISH o LANDING <br />3/4' PLYWOOD F.F. <br />z1 <br />DBL 2X6 � <br />3/0" MIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH w LANDING PLYWOOD INTO <br />3/4' PLYWOOD F.F.-\ EACH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD TWEEN SPINDLES <br />REINFORCED W/2X4 SFFOR R JOIST CUT TO FIT <br />W/CONT. BEAD OF IX8 RISER <br />SUB -FLOOR ADHESIVE 10, <br />FL-400 OR SIMILAR a iHAND RAIL <br />EA HORIZONTAL RUN )_ <br />;zI N L <br />SECURE TREADS TO STRINGER u V W/(3n 3' SCREWS D EA I� <br />STRINGER, UNTHREADED SHANK m 1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING IXIO TRIM <br />NOTE: I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER '1-3/4' (3) 106 CUT NAILS <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER. INTO m Q <br />ADJACENT TO EACH OTHER SLAB i <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. &' WIDE 0 NARROW END <br />MIN. II' WIDTH o 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />A R C N IT 8 C T 8 <br />6 <br />Grown. <br />THAT N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX 407-7744078 <br />www.abdesign9roup.com <br />AA k: 000332E <br />W <br />v <br />W <br />0 <br />Y0. <br />W <br />C <br />F <br />OF <br />STJHDIV. Ae Lolil <br />SILVERADO <br />LOT 15 <br />BLK 6 <br />PROJW <br />04128,00 -01561 <br />MOD=, <br />4EHB <br />"2605-HAYDEN" <br />OARAGM 8WING: <br />LEFT <br />PAGM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />r� <br />ea <br />`�V <br />ROLA � 93723 CRA <br />r <br />11/08/17 <br />M 1/4"=1'-O" <br />T <br />�! 5 <br />