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PRECAST HEADERIMIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />DBL. TOP PLATE <br />MIN EMBEDMENT 1 1/4') <br />2X4 16O.C- MAX <br />8' FROM EACH END AND 10.1 -- <br />OC. MAX. MIN 1-1/4' EMBEDMENT : w <br />2 X 6 MIN 2 X 3) 2-3/16 TAPCON �z <br />OR DRIVE PIN (MIN SHANK SIZE.145 - <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />6EOURE 2X4 W/ 2-' <br />TAFGONS OR DRIVE PIN <br />8' FROM EACH END AND IS' <br />(MN SHANK SIZE J45 MIN. <br />HEAD 612E MN <br />O.G. MAX. MIN 1-1/4' EMBEDMENT <br />.* W 8' <br />EMBEDMENT <br />1 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />EA END NOT EXCEED <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />18' OC. MAX <br />MIN HEAD SIZE 300 2X4 SOLID FLOCKING <br />MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ <br />S.FRCM EACH END AND 1 . MIN. 2-12d PER BLK EA END <br />O.C. MAX. MN 1- 1/4' EMBEDMENT T/16' 068 SHEATHING <br />GMIU WALL <br />2X4 SOLIr <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />ARCHWAY DETAIL <br />MIN. 2-12d PER BLK <br />16" AND UNDER <br />1 SCALE: 1/1'.r-0' <br />EA EW <br />DBL. TOP PLATE <br />2X4 16' O.G. MAX. <br />SECURE 2X4 TO <br />WOOD W/2-12d • 6'-8' <br />O.C. STAGGERED <br />SECURE 2X4 W/ 2-%' <br />TAPCONS OR DRIVE <br />PIN (MIN. SHANK SIZE <br />.145 MIN. HEAD SIZE <br />300 MIN. <br />EMBEDMENT IV WAN <br />8' EA. END NOT TO <br />EXCEED 10' O.G. <br />MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MN 2-12d PER BLK <br />EA. END <br />3 EXTERIOR ARCHWAY <br />SCALE: I2'.I'-0' <br />%; CAB. OR Iq PLYWOOD SHEATHING <br />O 30 BLDG. FELT <br />O3 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />MUST ADD DI5T0, 36- WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />OS FIBERGLASS SHINGLES <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND IS' <br />O.G. MAX. MIN I-1/4' EMBEDMENT <br />2 X 6 )MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300, <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />O.G. MAX. MIN 1-1/4, EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/16 TAPOON <br />OR DRIVE PIN (MIN 'HANK SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' 08B SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2X4 16- O.C. MAX <br />W FROM EACH END AND 18' <br />(WHEN OVER IS' IN HEIGHT.) <br />O.C. MAX. MIN 1. 1/4' EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN 2-12d PER BLK EA END <br />ARCIjWAY DETAIL <br />4 16 AND UP <br />SCALE: <br />5 CLOSED VALLEY FLASHING DETAIL <br />N.rs. <br />TR1S8 <br />1/2' CLG. BOARD ! TEXT. <br />81MP° d, <br />9P4 <br />SIMPSON SP4 2X4 DBL. TOP PLATE <br />EVERY <br />• EVERY 1/2' DRYWALL <br />OTHER <br />OTHER STUD 2X4 WOOD STUDS 016' O.C. <br />STUD <br />U.N.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />SIMPSON SPA <br />32' CC. MAX <br />I2'XS' AS. 32' O.C. <br />!'EMBEDMENT <br />CONC. SLAB <br />2 -W. CONT. <br />777 <br />1—STORY <br />INT. BEARING WALL <br />6 SCALE: <br />NOTE: FOR WALLS WNO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DOUBLE TOP PLATE <br />2.4 C0KTINOUS STRE66 <br />BLOCKING MID WALL <br />2.4 STUDS s 16' O.C. MAX, <br />LICK <br />I' T ! G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON HSTA-36 • 32' <br />OC. MAX <br />PRE-EN'G FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a 16' OC. MAX, <br />LICK <br />12' GYP. ILL. BD. <br />SECURE BY. PLATE TO SLAE <br />W/ I'xS' ANCHOR BOLT W/ 2' <br />WA8 4ER SET IN SIMPSON <br />WIG" <br />STRENGTH EPDXY T' <br />EMBED. MIK <br />SIMPSON SP4 s 52' OC. MA: <br />,' 1INT. 2—STORY L.B.W. <br />SCALE: wow-0' <br />PRE-ENG TR <br />CCNV. FRAMED <br />I' O.S.B. SHEATHING OR I' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d's EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • 16, O.C. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: I2'.1'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12dS 6'-8' OC. MAX. <br />1/8' TEXTURED FINISH <br />l/16' OSB SHEATHING <br />2 X 4 IS' OC. MAX <br />(WHEN OVER I6' IN HEEGHT.) <br />2 X 4 (WHEN OVER IS' IN HIEGHTJ <br />1/4' TEMIPERED MASONITE <br />GLUE 4 NAIL W/8d'S e'.12' OC. <br />IF NEEDED. <br />2 X SOLID BLKYG a ARCH <br />SECURE W2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL WDW FRAME <br />NOTE• NO GAP • WDW FRAME <br />TO EXCEED 1/4• <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: 12'•I'-0' <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 10' <br />EXISTING BLK ASV. <br />O.C. MAX. MIN I-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />T/8' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />1/16- OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />6' FROM EACH END AND IS* <br />H 4 16' O.C. MAX. <br />(WHEN OVER IN HEIGHT) <br />(WHEN <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1 X 4 (WHEN OVER <br />ER 16' <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />IS' IN HEIGHT-) <br />OR DRIVE PIN (MIN SHANK SIZE345 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4SECURE <br />2 k SOLID BLK'G s ARCH <br />SECURE W2-12d EACH END <br />8- FROM EACH END AND 18' <br />ATTACHMENT PER <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL WOW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE: NO GAP • WOW FRAME <br />GLUE 4 NAIL W1Sd•6 8•-12. 0.0 <br />TO EXCEED 114' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: I2' • I'-0' <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/16' OSB. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE ! CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />CONT. 2,4 SPF RAT RUN ' <br />SECURED W/ (2)12d's • EACH <br />TRUSS <br />(2) 2x4 -2 5.YP. DIACONAL BRACE W/ (3) <br />12d'4 • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />— `I' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO <br />TRUE' ENG. FOR ADDITIONAL HORIZONTAL TRUSS, REINFORCEMENT. <br />0'-0' TO 30'-0- (I) X-BRACE <br />30'A TO 60'-O' (3) X-BRACE (1) X-BRACE a CENTER AND (21 <br />BRACE DIVIDED EQUALY FROM CENTER TO END <br />�n1 GABLE X—BRACING <br />SCALE: I2'.I'-0' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER S1ZE <br />MIN. (3) 124 NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2x RAFTERS <br />b(S NAILER SECURE TO TRUSSES <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 />aLTERNAre caNNecnoN ��1 CON <br />V. FRAMED ROOF <br />MBTA-24 RAFTER TO BLK'G SCALE: I2'.I'-0' <br />BETWEEN ?HISSES <br />0'-0' TO 30'-0' (IJ 'X' BRACE <br />TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE s CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER -� <br />30 FELT ON 1/16' 0:38. <br />(2) 2X4 •2 SYP DIAGCNAIL BRACE <br />W/ 3-12d a EA TId.)SS l DIACGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS RESENT <br />Tf; NAILS EA ENDTO TRJ TO $8 <br />SPF STIFFBACK <br />(SEE SCALD ENG. PACK FOR <br />912E ! CCMHECTION) <br />1/16' O5B SHEATHING <br />USE Sd NAILS AT <br />4' — EDGE ! 6' ... FIELD <br />2X4 W/ 31V X 5 LAG o32' OC. M <br />OR'IMPS HSTA-24 a 32' O.0 MAX. , <br />SHEATHING NAILING TO BE <br />6'-8' OC. IN FIELD <br />4' OCAALL EDGES W/8d NAILS <br />TRUSS 24' — <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RN 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' O.C. MAX <br />(1112-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•I'-O' <br />• 1115 UPLIFT <br />SIMP5CMI HT5M20 <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO OONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />l2)SIMPSOM HT5M20 <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 />TAPCCNS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONS <br />MIK 2' COVER 2' APART <br />��1TRUSS ANCHOR RETROFIT <br />N.is. <br />12" <br />FINISH » LANDING --- <br />3/4" PLYWOOD F.F. = <br />I - <br />1 -- <br />�_ - - - - - CL <br />DBL 2X6 \o <br />36" MIN. FIN15H <br />1 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED IN R <br />FINISH g LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRINGER <br />3-2x12 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W/2X4 SPFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR s <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3n 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' +-1/4' OR PROVIDE EQUIVALENT <br />GRASPABIL ITY <br />WINDERS- MIN. 6' WIDE w NARROW END <br />MIN. 11' WIDTH s 12" FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD "'---- <br />CUT TO FIT <br />IXS RISER <br />zl NAND RAIL <br />11 <br />Ym11 1/2' DRYWALL <br />IXIO TRIM <br />I' NOSING TYP. <br />(3) 10d CUT NAILS <br />a 2X4 P.T. m Q <br />SLEEPER INTO r <br />SLAB <br />3 STAIR SECTION DETAILS <br />A R C H I T E C T S <br />6 <br />Grou l <br />D USi .n <br />. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 J <br />y <br />O <br />U <br />W <br />O <br />U <br />W <br />O <br />(r <br />O <br />2 <br />T`I <br />[7BLK <br />. de LOT <br />RADO <br />14 <br />1 <br />ROJW.r# <br />4128.000-14001 <br />HODEIA <br />4EHB <br />"2605- HAYDEN" <br />GARAGE B'WMG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />V. 150 MPH EXP. B <br />ARCHITECT <br />r <br />DAR= 11/03/16 <br />9CAXZ. 1 /4"= V - 0" <br />8HffiET <br />5 <br />