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PRECAST HEADERMIN) <br />2 X 4 (MIN 2 X 3) 1.3A6 TAPCCN <br />OR DRIVE PIN (MIN SHANK SIZE148 <br />MIN HEAD 812E 300 <br />DBL. TOP PLATE <br />MIN EMBEDMENT 1 1/4') <br />2X4 16' O.C. MAX <br />8' FROM EACH END AND 18• <br />OC. MAX MN 1-1/4' EMISEDMIENT <br />2 X 6 MN 2 X 3) 2-3/16 TA,T OCH -T <br />OR DRIVE PIN MN SHANK, SIZEJO <br />MN HEAD SIZE 300 <br />6ECURE 2X4 UV 2-j(' <br />MN EMBEDMENT 1 1/4') <br />TAPCONB OR DRIVE PM <br />8' FROM EACH END 'MID E8• <br />[MIN. SHANK SIZE .148 MIN. <br />HEAD SIZE 300 MIN <br />OC. MAX MN I-V4' EMBEDMENT <br />EMBEDMENT I Yx' WAN 8' <br />2 x e (MIN 2 x 3) 2.3/i6 tAPCON <br />EA END NOT TO EXCEED <br />OR DRIVE PIN (MN SHAW SIZE148 V <br />18' OC. MAX <br />MN HEAD SIZE 300 24 SOLID BLOCKING <br />EM MIN IDEDMeNT 1 1/4') SECURE TO BNEATHNNG W/ <br />VCM <br />S.FROM EACH END AND IS' MIN 2-12d PER BLK EA. END <br />O.C. MAX MN 1.114' EMBEDMENT I/K' DEE SHEATHING <br />WALL <br />2X4 80LIC <br />BLOCKING SECURE <br />TO SHEATHING WTH <br />ARCHWAY DETAIL <br />MIL 2-Ud PER BLK <br />ri116" AND UNDER <br />SCALE, <br />EA ENC <br />PRECAST HEADER(MN) <br />2 X 4 MIN 2 X 3) 1-3/W TAPGON <br />OR DRIVE PIN (MIN SHAW SIZE.148 <br />MIN HEAD SIZE 300 <br />DBL TOP PLATE <br />MIN CNbEDMEINT I V4•) <br />2X4 16' OC. MAX. <br />e' FROM EACH ENE) APO AIS- <br />SECURE 2X4 TO <br />UOOD W/2-I2d • 6'-8- <br />OC. MAX MIN 1.1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2.3/I6 TAPCCN <br />O.C. STAGGERED <br />OR DRIVE PIN (MN SHANK SIZEA48 <br />MIN HEAD SIZE 300 <br />2X4 W/ 2-)1(' <br />MINSECURE <br />8' FROM EEC END TAND 18' <br />TAPCLNS OR DRIVE <br />OC. MAX MN I-I/a' EMBEDMENT <br />(MIN. SHANK SIZE <br />2 X S (MIN 2 X 3) 2-3/I6 TAPC40N <br />14D MN HEAD 812E <br />OR DRIVE PM (MN SHANK SIZE.I4D <br />300 MIN. <br />WIN <br />EA„EEND <br />IN HEAD SIZE <br />MAX1- <br />8B KNOT TO <br />ARCHWAY <br />MIN 1 1/4*) <br />2X4 Ii60G <br />EXCEED IVOC. <br />8' FROM EACH END AND 16' <br />(WHEN OVER I6' IN HEIGHT.) <br />MAX <br />BT. PLATE <br />OC. MAX MIN 1-114' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />2X4 SOLID <br />SECURE TO W/ <br />BLOCKING SECURE <br />TO BREATHING WITH <br />1/2' PLYWOOD <br />OR 1/I6' ObH. <br />R BILK) EA <br />MIL 7.12d PER BILK EA END <br />MIN. 2-12d PER BLK <br />EA END <br />,- 1EXTERIOR ARCHWAY <br />cJ SCALE, IR'.I'-®• <br />IQ. 144; ObB.ORYj PLTWKFOD SHEATHING <br />Q 90 BLDG. FELT <br />® 24• WIDE 26 GA. GALVANIZED METAL <br />PLASHING <br />MUST ADD DI810, 36' WIDE AND <br />US AND MT BE A MIN 24'WIDE METAL. <br />® FIBERGLASS SHINGLES <br />ra1CLOSED VALLEY FLASHING DETAIL <br />� NTb. <br />ss <br />1/2' CLG, BOARD 4 TEXT. <br />51MF'SRN 6P4 2X4 DBL. TOP PLATE <br />• 32' OC. 12' DRYWALL <br />2X4 WOOD STUDS •16' OC- <br />SIMPSON-/ <br />SP4 32' <br />OC. <br />UNA. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2x4 PT. PLATE <br />91MPBO 18P <br />3Y OC. MAX4 <br />12'XS' <br />T' ET'IBEDMENT <br />EC) <br />CONC. SLAB <br />2 IS'. CONT. <br />1-STORY <br />DINT. BEARING WALL <br />SCALE: /r.r-0• <br />NOTE: FOR WALLS WMO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />2x4 STUDS • IS' OC. MAX, <br />U.ON. <br />31' T 4 G SUBFLOOR GLUEC <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 • 32' <br />OC. MAX <br />P RE-ENG FLOOR TRUSS <br />DOABLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • 16' OC. MAX, <br />UD)N. <br />1/2' GYP. ILL. BD. <br />SECURE BT. PLATE TO SLAB <br />W/ I'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY T' <br />EMBED. MIN. <br />SIMPSON SP4 • .12' OC. MAX <br />2-STORYL.B.W. <br />SCALE: "2 "1. <br />ARCHWAY DETAIL <br />16 AND UP <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTER$ <br />J' ObB. SHEATHING OR I' <br />CDX PLYWOOD SECURIED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS $CURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16. OC. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: 12'.I'-0• <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/1-12dS V-8' O.C. MAX. <br />1/8' TEXTURED FINISH <br />1/I6' 085 SHEATHNG <br />2 X 4 I6' OC. MAX <br />(WHEN OVER 16, N "15014 .) <br />2 X 4 (WHEN OVER 16' IN HEEGHT.) <br />1/4' TEMPERED MASON" <br />GLUE 4 NAIL W/8d'$ 8'-12, O.C. <br />IF NEEDED. <br />2 X SOLID SLK'G • ARCH <br />SECURE W/I-I2d EACH END <br />ATTACHMENT PER <br />MANUFACTURERS SPEC'S. <br />MTL O.OW FRAME <br />MOTE, NO GAP • WOW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />%1 CUTAWAY <br />BGALE,12.4'-0' <br />2 X 4 (MN 2 X 3) I-3/16 TAFCON <br />OR DRIVE PIN MN SHANK SIZE148 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S' PRCM EACH END AND 10' <br />EXISTING BILK ABY. <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X b MIN 2 X 3) 2.3/16 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PN MIN SHANK SIZEA46 <br />MIN HEAD SIZE 300 <br />TA6. OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />D' RPCMi EACH END AND B' <br />2 x 4 Ib' OC. MAX <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />(WHEN OVER 16• IN HEIGHT.) <br />2 X 4 (WHEN OVER I6- <br />2 X S (MN 2 X 3) 2-3/1111 TAPCCN <br />W' IN HEIGHT.) <br />OR DRIVE PIN MIN SHAW, SIZEI4S <br />2 X SOLID BLK'G • ARCH <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />SECURE W/2-12d EACH END <br />6' FROM EACH END AND 18' <br />ATTACHMENT PER <br />OC. MAX MIN 1.114' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL UAW FRAME <br />1/4' TEMPEIWD MASONITE <br />MOTE, NO GAP • LLOW PRAMS <br />GLUE 4 NAIL W/8d'S W-12. OC, <br />TO EXCEED I/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE, 12'.I'•0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DIWSJ <br />EXTERIOR WALL <br />SHEATHING )SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP SF'T24 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/Ib' OSB. <br />PRE-ENG GABLE TRUSS <br />CK <br />(SEE EAL EW. PACK FOR <br />SIZE 4 CONNECTION) <br />2X4 5" BLOCKING BETWEEN TRUSSES <br />W4ERE 'X' BRACING IS PRESENT <br />CONT, 1,4 SF'P RAT RUN ' <br />SECURED W/ (2) 12d's EACH <br />TRUSS <br />(2) 2x4 02 S.YP. DIAGONAL BRACE W/ (3) <br />12d'm • 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 V-0. OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS FEEINFORCEMENT. <br />0'-0' TO 30'-0' (I) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (V X-BRACE • CENTER AND (V <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />@GABLE X-BRACING <br />lv SCALE: 1/1'•I'-O' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIR (4) 10d GUTN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) Vd GUN NAILS <br />IX8 NAILER SECURE TO TRUSSES <br />BELOW W <br />(2) 12d NAILS OR <br />(3) 10d GIN NAILS • EA. TRUSS <br />RAFTER TO TOWN MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />P PEE-ENG. TRUSS <br />MSTA-24 RAFTER TO 15LKY9 <br />BETWEEN TRUSSES' <br />�1 CONV. FRAMED ROOF <br />SCALE: 12'•it <br />0'-V TO 30'-0' (11 'X' BRACE <br />30'-1. TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 'XBRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />030 FELT ON 1/I6' 0.8B. <br />(212X4 n SYP DIAGONAL BRACE <br />W/ 3-12d • EA TRUSS ( DIAGONAL BRACE <br />TO COVER 8-TRU66E8 <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2110d NAILS EA END <br />TO TR188 <br />SPF STIPPBACK <br />(SEE SEALD EHIG=. PACK FOR <br />SIZE 4 CONNECTION) <br />corT'IorM <br />1/16' OSB SHEATHING TRUSS 24' ac. <br />USE Sd NAILS AT <br />41 — EDGE 4 6' — FIELD <br />IRE' CLG. BOARD <br />2x4 W/ 3/8' X B 'kAG �32. O.C. MA NAIL CONT. RAT RUN TO <br />OR SIMP80N MST 14 32' O.G. MAX. TRUSS W/ (2) 12d • EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />b OATHIIC NN F NAILING LING TO BE DBL 70P }°LIDOS <br />4' O.C.-ALL <br />EEDGES W/8d NAILS 2X4 STUD 16' OC, MAX <br />2-STORY GABLE END CROSS BRACING n <br />SCALE: 12'.I'-®• <br />• 1118 UPLIFT <br />SIMIPSOM HTSMQO <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2380 UPLIFT <br />(2) SIMPSOM 14TOM O <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' X 2 1/4' <br />TAPCONS TO CONT <br />�ZTRUSS ANCHOR RETROFIT <br />N.TS. <br />12" Z <br />FINISH 6 LANDING <br />3/4' PLYWOOD F.F. <br />z — <br />DBL 2X6-CL <br />3/ ` MIN. FIN151-)MIN. FIN15H <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH 0 LANDING PLYWOOD INTO <br />3/4' PLYWOOD F.F. EACH STRINGER <br />LESS THAN 4' TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2X12 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/-2X4 SPFOR CUT TO FIT <br />JOIST <br />W/GONT. BEAD OF IX8 RISER <br />SUB -FLOOR ADHESIVE 10, <br />FL-400 OR SIMILAR m <br />Z HAND RAIL <br />EA HORIZONTAL RUN <br />fN L <br />SECURE TREADS TO STRINGER V <br />0 <br />W/(3)0$ 3' SCREWS H3 EA <br />Y <br />Y Um <br />STRINGER, UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />I' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />(3) 10d CUT NAILS <br />MIN. TREAD 10% MAX. RISER l-3/4' <br />3/16' MAX. VARIATION IN R15ERS/TREADS SLEEPER INTO <br />m 4 <br />ADJACENT TO EACH OTHER SLAB <br />315' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT <br />GRABPABILITY ,g STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 0 NARROW END <br />MIN. II' WIDTH 0 12' FROM NARROW END SCALE: <br />3/4'=1'-0' <br />34' MIN. HANDRAIL HGT. <br />O p Y I T 6 P T• <br />6 <br />Lova n <br />Grou E. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA $: 0003325 <br />9 <br />h <br />W <br />O <br />a <br />V <br />C <br />F <br />(` <br />4 <br />ti <br />G <br />8 <br />aumm ae TAT: <br />SILVERADO <br />LOT 24 <br />BLK 6 <br />PROJWT# <br />04128.000-02461 <br />MODmIU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BlfMG: <br />RIGHT <br />PALM- <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />