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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' Q <br />O.C. MAX MIN 1-1/4' EMBEDMENT' V <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON mi <br />OR DRIVE PIN (MIN SHANK SIZEJ45 w" <br />MIN HEAD SIZE 300, <br />MIN EMBEDMENT 11/4') <br />$'FROM EACH END AND B' <br />OZ. MAX. MIN 1-1/4' EMISEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHAW SIZEJ45 <br />MIN HEAD SIZE 300 <br />2Xt D BLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SEO SHEATHING W/ <br />8' FROM EACH END AND I8' <br />MIPER E.LK EA. END <br />O.C. MAX MIN I.1/4' EMBEDMENT <br />i/Ia BATHING <br />CAU WALL <br />ARCHWAY DETAIL <br />16" AND UNDER <br />1 SCALE.I--r-0' <br />DBL. TOP PLATE <br />2X4 16' O.G. MAX. <br />SECURE 2X4 TO <br />JOOO W/2-I26 a 6'-8' <br />OC. STAGGERED <br />SECURE 2X4 W/ 2-NL' <br />EMBEDMENT IYa' W/M <br />8' EA. END NOT TO <br />ARCHWAY <br />EXCEED 18' OC. <br />MAX <br />2X4 90LID <br />BT. PLATE <br />BLOCKING SECURE <br />1/2' PLYWOOD. <br />TO SHEATMW S WITH <br />OR 1/16, OBB. <br />MIN. 2-I2d PER SILK <br />EA. END <br />3 EXTERIOR ARCHWAY <br />SCALE: 12'•I'-0' <br />O T.(b OBB. ORS PLYWOOD SHEATHING <br />0 30 BLOG. FELT <br />O3 24WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />MUST ADD DISIO, 36' WIDE AND <br />AND MUST BE A MIN 24' WDE METAL. <br />O5 FIBERGLASS SHINGLES <br />TRUSS <br />I2' CLG. BOARD ! TEXT. <br />SIMP6OIN SP4 2X4 DBL TOP PLATE <br />e EVERY 12'DRYWALL <br />OTHER STUD 2X4 WOOD STUDS a16' OC„ <br />U.N.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMP60N SP4 a <br />32' OC. MAX <br />r <br />CONC. SLAB <br />2 5'a CONT. <br />1—STORY <br />INT. BEARING WALL <br />6 SCALE, I2•.1'-m2'•I'-0' <br />NOTE: FDR WALLS W/NO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DEL. TOP PLATE <br />2X4 Ili' OZ. MAX <br />SECURE 2X4 W/ 2-%' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 345 MIN <br />HEAD SIZE 300 MIN <br />EMBEDMENT I Y.' W/IN 8' <br />EA END NOT TO EXCEED <br />18' OC. MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d PER ELK <br />EA. END <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) I-3/Ib TAPCON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' <br />OC. MAX. MIN 1-I/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3/16 TAFCON <br />OR DRIVE PM (MIN SHANK SIZIII <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />OZ. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHABG SIZEJ45 14 <br />MIN HEAD SIZE 300 T/16' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') 2X4 I6' OC. MAX <br />8' FROM EACH END AND IS' (WHEN OVER 16' IN HEIGHT-) <br />O.C. MAX. MIN 1- 1/4' EMBEDMENT 2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN 2-126 PER BLK EA END <br />ARCIJ,WAY DETAIL <br />4 16 AND UP <br />$GALE: 12' • 1'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.TB. <br />DOUBLE TOP PLATE <br />2x4 CONTINCUS STRESS <br />BLOCKING MID WALL <br />2,4 STUDS a W' O.C. MAX, <br />WON. <br />J' T ! G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 a 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a 16' OC. MAX, <br />UON. <br />I2' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAE <br />W/ I•x9' ANCHOR BOLT W/ 2' <br />WASHER BET IN SIMPSOJ <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN <br />SIMPSON SP4 a 32' D.C. MA: <br />INT. 2—STORY LB.W. <br />SCALE: I2'.I'_m• <br />PRE -ENS TR <br />CON. FRAMED <br />a' OBB. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURF <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'e EACH END <br />2x DOUBLE TOP PLATE <br />STUDS a 16' OC. <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE+ I2'•I'-0' <br />DEL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/1-12d5 6--8' OZ. MAX. . MA <br />T/8' TEXTURED FINISH <br />l/I6' OSB SHEATHING <br />2 X 4 16' OC. MAX. <br />(WHEN OVER 16' IN HIEGHTJ <br />2 X 4 (WHEN OVER 16' IN HIEGNTJ <br />1/4' ERE TEMPD MASON" <br />GLUE ! NAIL W/Bd'9 8'-12' OC. <br />1F NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-126 EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL WDW FRAME <br />NOTE: NO AlGa WDW FRAME <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: I2'•I'-0' <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRVE PIN (MIN SWAN, SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMSE ENT 1 1/4') <br />8' FROM EACH END AND 18' <br />EXISTING SILK ABV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON <br />T/S' TEXTURED FINISH <br />OR DRIVE PIN (MIN 614 N SIZE.145 <br />MIN HEAD SIZE 300 <br />1/I6' 09E SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />2 X 4 16' OZ. MAX. <br />(WHEN OVER 16' IN HEIGHT.) <br />OL. MAX. MIN I-1/4' EMBEDMENT <br />2 X 4 (WHEN OVER 16- <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16' IN HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 11/4'1 <br />2 X SDE W BLKYE s ARCH <br />SECURE W2-I2d EACH END <br />8' FROM EACH END AND 18' <br />ATTAC41ENT PER <br />OC. MAX. MIN 1-114' EMBEDMENT <br />MANUFACTURER'S 5PEC'5. <br />MTL WDWW FRAME <br />114' TEMPERED MA° BITE <br />'NOTE: NO GAP a WDW FRAME <br />GLUE ! NAIL W/8d'S 8'-12' OC. <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: I2'•I'_Iw <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/16' OBB. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFSACK <br />(SEE 5EALD ENS. PACK FOR <br />SIZE ! CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />CONT. 2.4 SPF RAT RN ' <br />SECURED W/ (2) 12d's EACH <br />TRUSS <br />(2) 2x4 eU S.Y.P. DIAGONAL BRACE W/ (3) <br />12d'. • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRU5SES <br />I• GYPSUM BOARD OR U/• <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE a CENTER OF TRUSS &PAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY SPAN II OR GRATER REFER TO <br />TRJ66 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT, <br />0'-0' TO 30'-0' (U X-BRACE <br />30'-1' TO 60-0' (3) X-BRACE (1) X-BRACE a CENTER AND (2) <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />9 GABLE X—BRACING <br />SCALE: I2'.I'_m• <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) I26 NAILS OR <br />MIN_ (4) 10d GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN (4) 10d GW NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS s EA TRUS6 <br />RAFTER TO TMJ55 MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />10 CONV. 1/2'•I'-m' FRAMED ROOF <br />SCALE: <br />m'-0' TO 30'-0' (V'X' BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO ENW <br />FIBERGLASS SHINGLES OVER <br />30 FELT ON 1/I6' OBB. <br />(2) 2X4 •2 GYP DIAGONAIL BRACE <br />W/ 3-12d a EA TRUSS ( D146ONAIL BRACE <br />TO COVER 5-TR156ES <br />2X4 BLOCKING WHERE 'X' BRACING <br />15 PRESENT <br />NAILS EA ENDTO TRUSS <br />TO TRU89 <br />SFF STIFFBACK <br />SIZE 4 EALDWNR ENGCTI PACK FOR <br />SIZE !CONNECTION) <br />IW 09B SHEATHING <br />USE Sd NAILS AT <br />4' — EDGE ! 6' ...FIELD <br />2X4 W/ 3/8' X 5 LAe32' O.C. M <br />OR 5G <br />1MP90N MSTA-24 a 32' OC. MAX <br />SHEATHING NAILING TO BE <br />6'-8' O.C. INFIELD <br />4. OC HALL EDGES W/Sd NAILS <br />TRUSS 24' — <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RN TO <br />TRUSS UV (2) 12d s EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD IS' O.C. MAX. <br />112—STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•1'-0' <br />• 1115 UPLIFT <br />SMPSOM HTEM20 <br />W/I0 I0d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CCNT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2)SIMPSOM NT5M20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 114. <br />TAPCOW TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />12 TRUSS ANCHOR RETROFIT <br />N.TB. <br />12, r <br />FINISH 61 LANDING---- "-- <br />3/4' PLYWOOD FF. <br />DBL 2X6 17< <br />S- <br />36' I" IIN. FINISH <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/, <br />FINISH m LANDINPLYWOOD INTO <br />G: <br />3/4' PLYWOOD FF" EACH STRINGER <br />3-2x12 SYP STRINGER I DBL 2XI2 <br />REINFORCED W/2X4 SPF�LOOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR a <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)08 3' SCREWS 0 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 />3/16' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' •-114' OR PROVIDE EQUIVALENT <br />GRASPAB I L I TY <br />WINDERS- MIN. &' WIDE a NARROW END <br />MIN. 11' WIDTH a 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD ------ <br />CUT TO FIT <br />IXS RISER <br />HAND RAIL <br />Y I/2 DRYWALL <br />IXIO TRIM <br />P NOSING TYP. <br />(3) 10d CUT NAILS <br />e 2X4 P.T. v X <br />SLEEPER INTO m F <br />SLAB <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' = I' - 0' <br />A R C N I T E C T S <br />GIfou <br />Design <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngrou p'--' <br />AA #: 0003325 <br />Er <br />z <br />V <br />O <br />U <br />W <br />O <br />F <br />O <br />2 <br />mulmry as m—s-I <br />SILVERADO <br />LOT 4 <br />BLK 2 <br />PROJECT <br />04128,00 —04002 <br />HODELT <br />4EBB <br />1828— CALI" <br />GARAGE BIWMG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />m0/21/16 <br />/4"=V-0" <br />