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PRECAST HEADEWMIN) <br />2 k 4 (MIN 2 X 3) 1.3/Ih TAPC40N <br />OR DRIVE PM MIN SHANK SIZE.Hb <br />- <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 VA'), <br />8' FROM EACH END AND IB' J"� <br />O.C. MAX MIN1.1/4' EMBEDMENT .T.� <br />2 X 6 MIN 2 X 3) 2-3/16 TAPCON �? <br />OR DRIVE PN (MIN SHANK $IZE.145 w -- <br />MIN 1 EAD 84ZE 300, <br />MIN EMBEDMENT 1 1/4') <br />e• FROM EACH END AND IS. <br />DC. MAX MIN 1-1/4' CMDEDMENT <br />2 X S (MIN2 X 3) 2-3/I6 TAF'CON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SECURE TO SHEATHING W/ <br />VI.- <br />b' FROM EACH END AND 18' <br />MIN. 2-12d PER ELK EA END <br />O.C. MAX MIN 1-114' EMBEDMENT <br />OBB SHEATHING <br />OMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: VZ'•I'-0' <br />DEL. TOP PLATE <br />2k4 IS' O.C. MAX <br />SECURE 2X4 UU 2.%, <br />TAPCONS OR DRIVE PM <br />(MIN SHANK SIZE .Hb MIN. <br />HEAD SIZE 300 MIN. <br />EMBEDMENT I v W/IN 8' <br />EA END NOT TO EXCEED <br />IBM Of MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2.124 PER ELK <br />EA ENC <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCO4 <br />OR DRIVE PM (MIN SWANK SIZE.HS <br />MIN HEAD SIZE 3" <br />DBL. TOP PLATE <br />MIN EMBEDMENT 1 V4') <br />2X4 16' O.C. MAX. <br />8' FROM EACH END AND 18' <br />SECURE 2X4 TO <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN2 X 9) 2-SIN TAPC0M <br />WOOD W/242d . 6'-e' <br />O.C. STAGGERED <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />HEAD SIZE 300, <br />MINMIN <br />EMBEDMENT <br />SECURE 2X4 W/ 2.%' <br />8' FROM EAH AND 10' <br />TAPCONB OR DRIVE <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />PM (MIN, 8HAH1C SIZE <br />2X6 (MIN 2 X 3) 2-3/16 TAPCGN <br />.149 MIN. HEAD SIZE <br />CR DRIVE PM (MIN 944AW SIZE.149 <br />900 MR <br />' WAN <br />EMBEDMENT 1 Y4NOT <br />MIN HEAD SIZE <br />1/16' 9HEATNMG <br />TO <br />ARCHIWAY <br />MIN EMBEDMENT 1 I� <br />16- MAX <br />2X4 E <br />EXCEED Is, O.G. <br />8• FROM EACH END AND B' <br />R IN HEIGI4TJ <br />(WEN OVER <br />MAX <br />ST.PLATE <br />OC. HAX HIN 1.1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />2X4 SOLID <br />SECURE TO SHEATHING W/ <br />BLOCKING SECURE <br />V2' PLYWOOD <br />MIN. 2_12.1 PER BLK EA END <br />TO SHEATHING WITH <br />MM. 2-12d PER d.K <br />OR 1/16' OJ!$. <br />EA END <br />r,_-�EXTERIOR ARCHWAY <br />v SCALE: I!l'•I'-®• <br />lO. 1,W asis. OR )4' PLYLLL"OD SHEATHING <br />O -0 BLDG FELT <br />® 24• WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD 0I910, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />Q FIBERGLASS SHINGLES <br />SS <br />SIMPBON <br />I/2' CLG. BOARD l iEXT. <br />9P4 < 32' <br />SIMPSON SP4 2X4 DBL. TOP PLATE <br />O.C. <br />• 52' O.C. 1/2' DRYWALL <br />2X4 WOOD STUDS .16' OC, <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />S"-SCN SP4 <br />32' O=, MAX <br />1/2'X9' A.B. 32' OC. <br />l'EMBEDMENT <br />CONC. SLAB <br />2 W. CONT. <br />1-STORY <br />INT. BEARING WALL <br />7 SCALE, I/2'•I'-0' <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />CLOSED VALLEY FLASHING DETAIL <br />U NTb. <br />IH n <br />4 CONTINOUS STRESS <br />.00KNG MID WALL <br />4 STUDS o W O.G. MAX, <br />)N. <br />T 4 G SUEFLOOR GLUEC <br />1ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 • 32' <br />D.C. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS . 16' O.C. MAX, <br />U.ON. <br />1/2' GYP. WL. BD, <br />SECURE ST. PLATE TO SLAB <br />UV U/'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN $"—SOH <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MR <br />SIMPSON SPA • 32'O.C. MAX <br />8 INT. 2-STORY LB.W. <br />SCALE, 1/2 1'-0' <br />ARCIJWAY DETAIL <br />18 AND UP <br />PRE-ENG TR.ISSE6 OR <br />CONY. FRAMED RAFTERS <br />J' 0.8B, SHEATHING OR }' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCI11E <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16' OC. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: I!1'•I'-0' <br />DBL. TOP PLATE <br />SE-M 2 <br />LIV <br />1C2. &X ORIP .CO MFAITX <br />TETUD <br />FINISH <br />1Ab 086 SHEATHING <br />2 X 4 I6' OC. MAX <br />(1. <br />114EN OVER 16' IN HIIEGHT.) <br />2 X 4 (WA 'N DIM IS' IN HIEGHTJ <br />V4• TEMPERED MASO+ITE <br />GLUE 4 NAIL W/Bd'9 _,T O.C. <br />F NEEDED. <br />2 X 80LI0 BLK'G • ARCH <br />SECURE U112-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPEC'$. <br />MTL WDW PRAME <br />'NOTE, NO GAP • WDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />V2 <br />1-1 SCALE: '•I'-0' <br />2 X 4 (MIN 2 X 3) 1-5/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 900 <br />MIN EMBEDMENT 1 1/4•) <br />B' FROM EACH END AND 18• <br />EXISTING BLK ABY. <br />OL. MAX. MIN I-1/4' EMBEDMENT <br />1/4' 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.145 <br />MIN HEAD SIZE 300 <br />1/16' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />D' FROM EACH END AND IBM <br />2 X 4 W' O.C. MAX. <br />OC. MAX. MIN I-V4' EMBEDMENT <br />(WHEN OVER 16' IN 14EIGHT.) <br />2 X 4 (WHEN OVER 16' <br />2 X S (MIN 2 X 3) 2-5/16 TAPOON <br />16, IN HEIGHT.) <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT I V4') <br />2 X SOLID E •ARCH <br />SECURE W/2-12d .12d EACH END <br />8' FROM EACH END AND E' <br />ATTACHMENT PER <br />OC. MAX. MIN I-I/4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />ML WOWPRAME <br />1/4' TEMPERED MASONITE <br />GLUE 4 NAIL W/Sd'S 8'.12' OC <br />'NOTE: NO GAP • WOW FRAME <br />TO EXCEED V4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />rj� CUTAWAY <br />SCALE: IR'.I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DWGS.) <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 />6OF EXTERIOR WALL <br />SCALE: NTS <br />ASPHALT SNMGLES OVER <br />30 FELT ON 1/16' OBB. <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 />WERE 'X' BRACING IS PRESENT <br />L C WIT. 214 6" RAi RIlJ ' <br />SECURED W/ (2) 12d'.. EACH <br />TRu69 <br />(2) 2x4 -J S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'. • EACH TRUE$ (DIAGONAL <br />X-BRACING TO COVER 5-TRU6SES <br />j' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG, <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF ?BUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN W-V OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUE$ REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />10 GABLE X-BRACING <br />SCALE: V2'•I'-V <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MR (4) Od GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d GUN NAILS <br />2. RAFTERS <br />IxS NAILER SECURE TO TRU98ES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS • EA. TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />�1 CONV. <br />0' FRAMED ROOF <br />lv SCALE: IR'•i'- <br />W-V TO 30'-0' (U'X' BRACE <br />30'-I' TO 60'-O' (3) W BRACE <br />(I 'X' BRACE - CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />SO FELT ON 1/1W 088. <br />(2) 2X4 •2 SYP DIAGONAIL BRACE <br />W/ 3-12d • EA TRU88 ( DIAGCNAIL BRACE <br />TO COVER 5-TI1416SES <br />2X4 BLOCKING WERE 'X' BRACWG <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SFF STIFFBACK <br />(SEE SEALD ENG PACK FOR Nil wilumminximi <br />SIZE 4 CONNECTION) <br />carIIMOM <br />1/I6' 095 SHEATHING TRUSS 24' oc. <br />USE Sd NAILS AT <br />4' — EDGE IS' oc. FIELD <br />ITV g AG p 1/2' CLG. BOARD <br />TO <br />OR 81M 3F'80N HStA-24 i 32 OL MAX. NAIL <br />TRUS , W/ (2) 12d +SEA. TRUSS <br />2X4 STP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />SHEATHING NAILING TO BE <br />6' Of - <br />IN FIELD DBL TOP PLATE <br />4. O.C.-ALL EDGES W/Sd NAILS 2X4 STUD W OC. MAX <br />n2-STORY.-GABLEEND CROSS BRACING <br />SCALE: I/2'•I'-0' <br />• 05 UPLIFT <br />SIMPSOM HTSM20 <br />W/10 IBd TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2380 UPLIFT <br />(2) SIMP80M HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CONT <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />12 T U S CHOR RETROFIT <br />N.T.S. <br />2" Z <br />FINISH -a LANDING i <br />3/4' PLYWOOD F.F. <br />I - <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 m LANDING PLYWOOD INTO <br />FINISH <br />PLYWOOD F.F. EACH STRINGER <br />LESS THAN 4° TYP. <br />3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR CUT TO FIT <br />JOIST <br />W/CONT. BEAD OF IX8 RISER <br />SUB -FLOOR ADHESIVE IV <br />PL-400 OR SIMILAR 0 <br />Z HAND RAIL <br />EA HORIZONTAL RUN <br />F <br />SECURE TREADS TO STRINGER U <br />0 <br />II <br />W/(3)18 3' SCREWS 6 EA <br />I� <br />4 <br />STRINGER, UNTHREADED SHANK <br />Y 1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIM <br />NOTE: <br />1' NOSING TTP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5T1-I EDITION (2014) (3) 10d GUT NAILS <br />MIN. TREAD 10', MAX. RISER -1-3/4'3/16' <br />MAX. VARIATION IN RISERS/TREADS SLEEPER INTO <br />m Q <br />ADJACENT TO EACH OTHER SLAB <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA, <br />TO BE 1 3/4' +-I/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY STAIR <br />SECTION DETAILS <br />WINDERS- MIN. C6' WIDE 0 NARROW END v <br />MIN, II' WIDTH o 12' FROM NARROW END SC4'=I'-O' <br />ALE: <br />3/ <br />34' MIN. HANDRAIL HGT. <br />.: <br />6 <br />Design <br />Grou .2. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />F <br />V <br />h. <br />FO <br />0. <br />KRi <br />O <br />F <br />HC, <br />Sumzv. 1e 14OT <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />PROJRCT# <br />04128.000-01661 <br />MODIDU <br />4EAB <br />"1672-ARIA" <br />GARA030 ®PIING: <br />RIGHT <br />PAGffis <br />MISC. <br />DETAILS <br />150 MPH EXTR B <br />n <br />