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PRECAST HEADEWMIN) <br />2 X 4 (MN 2 X 3) 1-3A6 TAFf <br />OR DRIVE PIN MIN 8H4NK SIZEU45 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND b• yam' <br />OO. MAX MN 1-1/4' EMBEDMENT:_ <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON -T <br />OR DRIVE PIN (MN SHANK SIZE.Wb �. <br />MIN HEAD 91ZE 300 <br />MN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND W <br />C.C. MAX MN 1-1/4' EMBEDMENT <br />2 X 8 MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MN SHANK 84MJ45 <br />M MHEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT I V4') <br />SECURE TO 6HCATH6G W/ <br />VIC.M. <br />e' FROM EACH END AND 18, <br />MIN. 2-12d PER BLK EA END <br />OL. MAX MN 1-1/4' EMBEDMENT <br />—AL BIEATNING <br />UA4LL <br />DMIL. TOP PLATE <br />2X4 IS- O.C. MAX. <br />SECURE 2X4 TO <br />WOOD W2-12d • 6'-8' <br />OO. STAGGERED <br />SECURE 2X4 W? 2-T(.' <br />TAPCONS OR DRIVE <br />PIN MN. aw" SIZE <br />U45 MIN. HEAD SIZE <br />300 MN. <br />EMBEDMENT OW WAN <br />8' EA END NOT TO <br />EXCEED 18' OO. <br />MAX <br />2X4 SOLID <br />BLOOKNG SECURE <br />TO 8-EATHIN3 WITH <br />MN. 242d PER MILK <br />EA END <br />ARCHWAY DETAIL <br />;EXTERIOR ARCHWAY <br />SCALE: 12'•1'-0' <br />0 T,W OAS. OR IV PLYWOOD BVEATHING <br />O W BLI>-FELT <br />3O 24WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MOT ADD DISTO, 36' WIDE AND <br />AND MUST BE A MN 24' WIDE METAL. <br />O5 FIBERGLASS BHRY.LEB <br />TRU88 <br />12' CLG. BOARD N TENT. <br />SIMPSON 6P4 2X4 DBL. TOP PLATE <br />• 32' OG. 12' DRYWALL <br />2X4 WOOD STUDS .16. OO„ <br />UNO. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 <br />32' OC MAX <br />ONC. SLAB <br />5's COW. <br />1-STORY <br />7 INT. BEARING WALL <br />SCALE• 12'•I'-0' <br />NOTE. FOR WALLS W/Tl0 UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 I6' 00. MAX <br />SECURE 2X4 W/ 2-%' <br />TAPCONS OR DRIVE PIN <br />MIN SHAW SIZE J45 MIN <br />HEAD SIZE MO MN. <br />EMBEDMENT I Y' WIN 8' <br />EA END NOT TO EXCEED <br />W Or— MAX <br />2X4 SOLIC <br />BLOCKING SECLM <br />TO SHEATHING UM <br />MIN 2-12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />WITH WINDOW <br />SCALE: 1/2'.1'-0' <br />PRECAST HEADMMN) <br />2 X 4 (MN 2 X WI-3/16 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE145 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114.) <br />S' FROM EACH END AND IS' <br />OO. MAX MIN 1-1/4' EMBEDMIENT <br />2 X 6 MN 2 X 3) 2-3/16 TAPCON4 <br />OR DRIVE PIN MN SHANK SIZEJ45 <br />MN 3 HEAD SIZE 00 <br />N MEMBEDMENT 1 V4'1 <br />e' FROM EACH END AND B' <br />Or. MAX MIN 1-114' EMBEDMENT <br />2 X 8 MIN 2 X 3) 2-3/fe TAPCON <br />OR DRIVE PIN (MIN SHANK SaE.145 <br />MN HEAD SIZE 300 <br />1/16' OM SHEATHING <br />MN EMBEDMENT 1 1/4') <br />2X4 IS' O.C. MAX <br />a' FROM EACH END AID B' <br />(WEN OVER IS' N HEIGNTJ <br />OO. MAX MIN I-V4' EMBEDMENT <br />2X4 SOLID 5LOOC 4G — <br />SEC3RE TO 84EATHNG W/ <br />MN. 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />q)_ SCAND UP <br />ALE, 12'•1'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />NT.9. <br />DOUBLE TOP PLATE <br />2x4 CCNTNOUS STRESS <br />BLOCKING MID WALL <br />2.4 STIRS • 16' OL. MAX, <br />LION. <br />I- T N G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER 80-EDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />WMPSON META-36 • 32' <br />O.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRE58 <br />BLOCKING MID WALL <br />2.4 STUDS • 16' O.C. MAX, <br />UON. <br />12' GYP. WL. W. <br />SECURE BT. PLATE TO BLAB <br />W/ I'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY T' <br />EMBED. MIN. <br />SIMPSON SP4 • 212' OO. MAX <br />8 INT. 2-STORY LB.W. <br />SCALE: 12'•I'-0' <br />J' O,SB. SHEATHING OR }' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />2x DOUBLE TOP PLATE <br />STUDS • 16' O.C. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE, 12'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />UVl-17d8 6•-8. OL. MAX <br />T/8' TEXTURED FNIBH <br />1/16- OSB SHEATHING <br />2 X 4 16. Or — MAX. <br />(WEN OVER I6' N HIEGHTJ <br />2 X 4 (WEN OVER 16' IN HEGHTJ <br />114' TEMPERED MASONITE <br />GLUE N NAIL W/ed'S e'-12' OO. <br />IF NEEDED, <br />2 X SOLID MILKY, • AFRCH <br />SECURE W12-12d EACH END <br />ATTACHMENT PER <br />MANIPACIUMER'S SPECS. <br />MTL WOW FRAME <br />MOTE, NO GAP • UDIW FRAME <br />TO EXCEED V4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SGA T VY•I'_0' <br />2 X 4 (MN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MN SHANC SIZE349 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 I/4'J <br />8' PROM EACH END AND 18' <br />EXISTING SIX ABV. <br />OC. MAX. MN 1.1/4' EMBEDMENT <br />1/4'TEXTURED FINISH <br />2 X 6 MIN 2 X 3) 2-3A6 TAPCON <br />1/6' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />1/16. 0815 SHEATHING <br />MN EMBEDMENT 1 1/41) <br />8' FROM EACH END AND 18' <br />2 2 X 4 <br />Oa MAX. 4 x <br />MAXW' <br />OL. MIN 1-1/4' EMBEDMEMrt <br />OVER W' IN HEICr4TJ <br />2 X A (WHEN OVER IS' <br />2 X 8 MIN 2 X 3) 2-3A6 TAPCON <br />16, N HEIGHT.) <br />OR DRIVE PIN MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT I V4'/ <br />2 X SOLID BLK'CE •ARCH <br />'-SECURE W /7-12d EACH END <br />8' FROM EACH END AND IB' <br />ATTAC4 1ENT E <br />O.C. MAX MN 1-1/4' EMBEDMENT <br />9PEC'9. <br />MANUFACTUREMTL <br />WDU FRAME <br />114' TEMPERED MASONITE <br />'NOTE: NO GAP • WDW FRAME <br />GLUE 4 NAIL Wl$d'S 8'-IY O.C. <br />TO EXCEED IH' <br />IF NEEDED, <br />ARCHWAY DETAIL <br />rp_-� CUTAWAY <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOUN FOR <br />CLARITY (SEE <br />SHOP DIUGS.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DEL. TOP PLATE <br />W/ LISP SF'T24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPHALT SHINGLES OVER <br />"FELT ON 1A6' OJ3B. <br />PRE-ENG, GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE N CON ECTIOW <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WERE 'X' BRACING fS PRESENT <br />`CCNT. 2z4 SPF RAT RN ' <br />SECURED W/ (7) 2d'H • EACH <br />(2)2. <br />!2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3) <br />0d'. • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />r GYPSUM BOARD OR I' <br />HKdN STREW CLG. <br />NOTE: BOARD <br />0146ONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 5'-0. OR GRATER PETER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-V (1) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />ink GABLE X-BRACING <br />l v SCALE: V2'.I'-O' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN (4)10d GUN NAILS - <br />Iz6 COLLAR TIE. AT EVERY OTHER <br />RAFTER W/ <br />MIN (3) 12d NAILS OR <br />MIN. (4) 10d GUN HAULS — <br />f Tl-7 a� <br />b18 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS • EA TRUSS <br />RAFTER TO TRIM MTS-U2 <br />CREATE VOID FOR STRAP <br />ROOF DECKING <br />PRE-ENG TR <br />PFE-ENG <br />10 CONV. FRAMED ROOF <br />SCALE: 1/2'•I'-C' <br />0'-0' TO 39)'-0' (1) DC BRACE <br />30'-I' TO 60'-0' (3) 'X' BRACE <br />(I 'X' BRACE • CENTER) <br />12 'X' BRACE DIVIDED ECUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />W FELT ON 1116' OSD. <br />(2) 2X4 -2 SYP DIAGONAIL BRACE <br />W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSeEB — <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) I0d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE N CONNECTION) <br />cor'rMOIM <br />1A6' OSS SHEATHING TRUSS 24' oa. <br />USE 8d NAILS AT <br />4' oa. EDGE 4 6' oa FIELD <br />WW// //S8 LqG 12' CLG. BOARD <br />2X4oftSIMP80N MSTATO <br />.24 i 32 OL MAX TRUSS W( (2) 12d "L COW RAT 0 EA. TRUSS <br />2X4 STP RAT ADJACENT <br />TO DIAGONAL BR4CE, <br />SHEATHING, O.INAILING. <br />� TO BE <br />DBL TOP PLATE <br />4' O.C.-ALL EDGES W/8d NAILS 2X4 STUD IS' D.C. MAX. <br />An2-STORYGABLE END CROSS BRACING <br />eCALE, 12'0'-0- <br />• 1115 UPLIFT <br />SIMPSCM HT8M20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 114' <br />TAPCONS TO CONT <br />POURED LINTEL <br />•23" UPLIFT <br />(2) SIMPSOM HITSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WIO 10d TO TRUSS <br />AND (4) 114' x 2 1/4' <br />TAPCONS TO CONT <br />PPE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />12 U C T <br />NT9. <br />12 Z <br />FINISH A LANDING L <br />3/4' PLYWOOD FF. <br />z <br />-- CL <br />DBL 2X6 <br />36' MIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH NW LANDINCs\ PLYWOOD INTO <br />3/4' PLYWOOp FF. EACH STRINCsER <br />LESS THAN 4' TYP. <br />3-2XI2 SYP STRINGER DBL 2XI2 2X12 TREAD ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFO OOR JOIST CUT TO FIT <br />W/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE 10, <br />PL-400 OR SIMILAR s z HAND RAIL <br />EA HORIZONTAL RUN F <br />SECURE TREADS TO STRINGER I� m <br />W/(3)PS 3' SCREWS 0 EA 4 <br />STRINGER, UNTHREADED SHANK � 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 5TI4 EDITION (2014) l3) 10d GUT NAILS <br />MIN. TREAD IO', MAX. RISER -1-3/4' <br />3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO TO <br />ADJACENT TO EACH OTHER SLAB j <br />316' 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. ro' WIDE ® NARROW END <br />MIN. 11' WIDTH 6 12' FROM NARROW END SCALE: 3/4'=I'-O' <br />34' MIN. HANDRAIL HGT. <br />A R C N I T E C T 2 <br />6 <br />Design <br />Grou iR.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FA)(: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />E <br />y <br />W <br />�a <br />W <br />O <br />4 <br />N <br />A <br />F <br />r <br />aumm ae m7 <br />SILVERADO <br />LOT 45 <br />BLK 6 <br />PROJWT* <br />04128,000-04561 <br />m0pau <br />4EBB <br />1828- CALI" <br />GAVLAGB BMWO: <br />RIGHT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />F- ARCHRECT: I <br />2 <br />TM 3 10/19/17 <br />BCAXJM 1/4"=1'-0" <br />misses ' <br />