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PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN MN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT I V4') <br />V FROM EACH END AND IBI <br />OL. MAX. MIN 1-V4' EMBEDMENT <br />2.6 <br />X 6 (MIN 2 X 3) 2-3/16 TAPCONORDRIVEPIN <br />MIN $HAWK SIZEJ45 <br />MINHEAD SIZE 300MIN <br />EMBEDMENT 1 1/4'8' <br />FROM EACH END Am B <br />OL. MAK MN I-V4- EMBEDMENT <br />2 X 8 (MIN 2 X 31 2-,lA6 TAPCON <br />OR DRIVE PIN(MN SHANK SIM45 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEC41ENT 1 1/4') <br />SECURE TO SHEATHING W/ <br />e' FROM EACH END AND 10' <br />MIN 2-I2d PER BLK EA END <br />OZ. MAX. MN 1-1/4' EMBEDMENT <br />146' OSB SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />16" AND UNDER <br />SCALE: I/U'.I'-0' <br />DBL. TOP PLATE <br />2X4 IS- OZ MAX. <br />SECU2X4 TO <br />WOOD W/1-12d • 6--6- <br />OZ. STAGGERED <br />PIN (MIN SHANK SIZE <br />J45 MN. HEAD SIZE <br />300 M 1 <br />00. Ea EEMBEND INy`oT io" <br />ARGHUJAY <br />EXCEED 18' O.C.MAX <br />2X4 SOLID <br />PLATE <br />BY <br />BLOCIGIING SECURE <br />VU' PLYWOOD. <br />TO SHEATHING WITH <br />OR 1/I6' 05B. <br />MIN 2-I2d PER BILK. <br />EA. END <br />EXTERIOR ARCHWAY <br />'") SCALE: V2'•I'-0' <br />14 DAB. OR Y{ PLYWOOD SHEATHING <br />0 90 51LDG. FELT <br />O3 24WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />4O. MUST ADD DI510, 36- WIDE AMC <br />AMC MUST BE A MIN 24- WIDE METAL. <br />OS FI5ERGLA55 5HINGLE5 <br />P TRJ55 <br />1!1' CLG. BOARD ( TEXT. <br />51MP5ON 14 2X4 DBL TOP PLATE <br />D <br />• 32' O.C. V1' DRYWALL <br />10 <br />2X4 WOOSTUDS -I6' O.C- <br />UNON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING HID -WALL <br />IX4 1, PLATE <br />SIMPSON SP4 <br />32' OZ. MAX <br />1/1'XS' AB. 32' OL. <br />l' EMBEDMENT <br />CONC. SLAB <br />2 'S's CONT. <br />1-STORY <br />INT. BEARING WALL <br />7 SCALE: IR''I'-0' <br />NOTE: FOR WALLS UVNO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL COMNECTORS. <br />DBL. TOP PLATE <br />2X4 16' OZ. MAX <br />SECURE ZX4 W/ 2-YM.' <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE J45 MIN <br />HEAD SIZE 300 MN. <br />EMBEDMENT I V WAN 8' <br />EA END NOT TO EXCEED <br />18' OZ. MAX <br />2%4 SOLID <br />NG BLOCKISECURE <br />TO SHEATHING WIT4 <br />MIN 2-I2d PER II <br />SCALE: 12'-P-0' <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCON <br />OR DRVE PIN (MN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT I V4') <br />0' FROM EACH END AND B' <br />O.G. MAX MIN I-V4' EMBEDMENT <br />2 X 6 (MIN 2 X 3/ 2.3A6 TAPCON <br />OR DRIVE PIN (MN SHANK 6IMJ4S <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 10' <br />OL,MAX MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />TAG' OSB SHEATHING <br />MIN EMBEDMENT I V4') <br />2X4 16' D.C. MAX <br />8' FROM EACH END AND 15' <br />(WHEN OVER I6' IN HEIGHTJ <br />OZ.MAX MINI-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING Ul/ <br />HIN 2-I2d PER BILK EA END <br />�1 ARCHWAY DETAIL <br />A 16 AND UP <br />SCALE: V2'.1'-0' <br />(�1CLOSED VALLEY FLASHING DETAIL <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRE55 <br />BLOCKING MID WALL <br />2x4 STUDS s 16' OZ. MAX, <br />UOJN <br />T ( G SUBFLOOR GLUED <br />AND SCREUED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMP° N M5TA-36 - 32' <br />OL. MAX <br />PRE-ENG FLOOR AIR <br />DOUBLE TOP PLATE <br />2.4 CONTINCUE STRE56 <br />BLOCKNG MID WALL <br />2x4 STUDS • 16' D.C. MAX, <br />UOM <br />V2' GYP. WL. BD. <br />SECURE 57. PLATE TO SLAE <br />UV }'x5' ANCHOR BOLT W/ 2' <br />WASHER SET N SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN <br />SIMP50N 5P4 • 32' OZ. MA) <br />(A11NT. 2-STORY L.B.W. <br />SCALE: V2'.I'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />1}' OSB. SHEATHING OR }' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCUFF <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16' OL. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: '-O' <br />DBL, TOP PLATE <br />SECURE 2 X RIP TO FIT <br />UI/2-Sd$ 6'-0' OL. MAX. <br />1/8' TEXTURED FNISH <br />1/16. OSB SHEATHING <br />2 X 4 I6. OL. MAX <br />WHEN OVER Ka' IN HIEGlTJ <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />V4' TEMPERED MASONITE <br />GLUE 4 NAIL W/Bd'5 0'.12' OL. <br />IF NEEDED. <br />2 X SOLID BLK'G • ARCH <br />SECURE WR-I2d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S 5PEC'S. <br />MTL WDW FRAME <br />NOTE: NO GAP • WOW FRAME <br />TO EXCEED V4' <br />ARCHWAY DETAIL <br />�1 CUTAWAY <br />SCALE: V2'.I'-0' <br />2 X 4 (MIN 2 X 3) I-3n6 TAPCON <br />OR DRIVE PIN (MN SHANK SIZEJ45 <br />MIN HEAD SIZE -NOV <br />MIN EMBEDMENT 1 14') <br />5' POJI'M EACH END AND 15' <br />EXISTING BLK ABV. <br />OL. MAX. MIN I-V4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 MN 2 X 3) 2-3/i6 TAPCON <br />1B' TEXTURED FINISH <br />OR DRIVE PIN MN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />1/16' 055 SHEATHING <br />MIN EMBEDMENT 11/4') <br />8' PROM EACH END AND IS- <br />2 X 4 W' O.G. MAX <br />(WHEN OVER I6' N HEIGHT.) <br />OZ. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 4 (WHEN OVER I&' <br />2 X 0 (MIN 2 X 3) 2-3A6 TAPCON <br />16' IN HEIGHT) <br />OR DRIVE PIN !MN SWANK SIZEJ45 <br />2 X SOLID BLK'G ARCH <br />MN HEAD SIZE 300 <br />MN EMBEDMENT I V4'J <br />SECURE WR-Qd EACH END <br />8- FROM EACH END AND B' <br />A"AC441ENT PER <br />OL. MAX MIN 1-1/4' EMBEDMENT <br />MANUFACNREMS 5PEC'S. <br />MTL WOW FRAME <br />1/4' TEMPERED MA'ONITE <br />-NOTE: NO GAP • WOW FRAME <br />GLUE 4 NAIL W/ed'S 0'-12' OL. <br />TO EXCEED V4' <br />EE <br />IF NEEDED. <br />ARCHWAY DETAIL <br />r1 CUTAWAY <br />JJ SCALE: Vl'.I' 0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SWOP DW3S.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/U5P 5PT24 NAIL <br />PER MANUF, SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE: TUTS <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' 05B. <br />PRE-ENG GABLE TRUSS <br />5PF 5TIFFBACK <br />(SEE SEALD EN3. PA CC FOR <br />SIZE d CONNECTION) <br />2x4 5PF BLOCKING BETWEEN TRJ55E5 <br />WHERE 'X' BRACING 15 PRESENT <br />`CONT. 214 SFF RAT'RUN <br />SECURED W/ (2) I2d'N <br />. • EACH <br />TRUSS <br />(2) 2x4 -1 S.YP. DIAGONAL BRACE W/ (3) <br />12d's EACH TRUSS (DIAGONAL <br />X-BRACNG TO COVER 5-TRJ55E5 <br />j'GYP5Lrl BOARD OR I' <br />HIGH 5TRENGTH 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 />TRUSS ENG. FOR ADDITIONAL HORIZONTAL 71WSS REINFORCEMENT. <br />0'-0' TO 30'-0' (U X-BRACE <br />TO 60'-0' (3) X-BRACE !V X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />!1d GABLE X-BRACING <br />1 v SCALE: V2'.I'-O' <br />2. RIDGE ONE SIZE LARGER <br />THAN RAFTER 51ZE <br />MIN. (3) I2d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) I2d NAILS OR <br />MIN. (4) I0d GUN NAILS <br />2. RAFTERS <br />1.0 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) I2d NAILS OR <br />(3) 10d GUN NAILS • EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG TR155ES <br />PRE-ENG TRUSS <br />ALTERNATE CONNECTION �1 CONV. FRAMED ROOF <br />MSTA-24 RAFTER TO BLK'G SCALE: 67'4-V <br />BETWEEN TRJ55E5 <br />0'-0' TO 30'-0' (U'X' BRACE <br />30'-I' TO 60'-V (3)'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) <br />FIBER3LA55 SHINGLES OVER <br />'30 FELT ON 1A6' 0.6.15. <br />(2) ZX4 -1 5YP DIAGON41L BRACE -� <br />W/ 3-I2d • EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING UIHERE 'X' BRACING <br />15 PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />51-F 5TIFF5ACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />1/I6' 0513 SHEATHING USE ed NAILS AT <br />4' - EDGE 4 6- oz. FIELD <br />OMS24R SIMPSON TA - <br />SHEATHING NAILING TO BE <br />W OL. IN FIELD <br />4' OL.OALL EDGES W/8d NAILS <br />TRUSS 24' oz. <br />112" CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS UV (2) I2d • EA TRUSS <br />2X4 6TP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD I6' OL. MAX <br />n2-STORY GABLE END CROSS BRACING <br />SCALE, 1/1'.I'-O' <br />• 1115 UPLIFT <br />SIMPSO'M HTSM20 <br />WA0 101d TO TRUSS <br />AND (4)1/4'. 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />' 23SO UPLIFT <br />(2) 5IMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />we I" TO TRUSS <br />AND (4) 1/4' x 3 I/4' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />PTE-ENG TRUSS <br />cRNnNuolJs <br />BOND BEAM <br />TAP DONS <br />MIN. 2' COVER <br />2' APART <br />�1TRUSS ANCHOR RETROFIT <br />N15. <br />12' - <br />FINI3/4' o WOLANDING <br />r � <br />3/4' PLYWOOD F.F.F- <br />z <br />L - FL <br />DBL 2X6 � <br />\ 36' MIN. FINISH <br />VI 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED RIN R <br />FINISH ®LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRINGER�7 \\ <br />3-2 12RIEINF 5YP STRINGER 1 DEL 2XI2 <br />REINFORCED W/2X4 SPF�LOOR JOIST <br />W/GONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR a <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />WK3Y8 3' SCREWS m 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 />3/5' MAX. VARIATION IN ANY RI5ER/TREAD <br />HANDRAIL CIRCULAR CRO55 SECTION DIA. <br />TO BE 1 3/4" .-1/4' OR PROVIDE EQUIVALENT <br />GRA5PA5I L I TY <br />WINDERS- MIN. 6' WIDE m NARROW END <br />MIN. 11' WIDTH 6 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD <br />GUT TO FIT <br />-IXS RI5ER <br />(3) 10d GUT NAILS <br />g 2X4 P.T. <br />SLEEPER INTO <br />SLAB - <br />E55 THAN 4' TYP. <br />-ETWEEN SPINDLES <br />HAND RAIL <br />1/2' DRYWALL <br />IX10 TRIM <br />-1' NOSING TYP. <br />73 ,� X <br />�� <br />STAIR SECTION DETAILS <br />v <br />SCALE: 3/4' = I' - 0' <br />A R C N IT R C T S <br />Design <br />GrouP"1. <br />1441 N. RONALD REAGAN BUD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 40T-7744078 <br />www.abdesigngmup.mm <br />AA #: 0003325 <br />F <br />h <br />Lei <br />W <br />O <br />F <br />4 <br />lu: <br />6U <br />C <br />Fe <br />C <br />[: <br />O <br />2 <br />� <br />IIP <br />VBDIV. to LOT: <br />SILVERADO <br />LOT #20 <br />BLK #6 <br />ROJECT# <br />04128.000-02061 <br />KODEla <br />4EHB <br />2605- HAYDEN" <br />GARAGE 8111"IMG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />�j ,7 <br />L!O AR CRA <br />N0 93 23A <br />DA 11/7/17 <br />SCALE: 1 /4"=1 ' - 0" <br />8REET <br />D5 <br />