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PRECAST NEADEWMIN) <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCON <br />OR DRIVE PIN (MIN SHAM, SIZE.145 <br />MIN HEAD SIZE 300 <br />MN EMBEDMENT1 1/4'1 <br />S.FROM EACH END AND IB' j � <br />O.C. MAX MN 1.1/4' EMBEDMENT?q <br />2 X b (MIN 2 X 3) 2.3/16 TAPOON s? <br />kK <br />OR DRIVE PIN (MIN SHANK SIZEM5 w-_ <br />MN HEAD SIZE 300 <br />MINEMBEDMENT I V4') <br />e' FROM EACH END AND b' <br />OZ. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MN SHAW SIZE149 <br />MN HEAD SIZE 300 <br />2X4 SOLID 6LOCKNG <br />MN EMBEDMENT 1 V4') <br />SECURE TO SHEATHING W/ <br />V1/16' <br />2'. FROM EACH END AND 18' <br />MIN 2-12d PER BLK EA END <br />O.C. MAX MN 1-V4' EMBEDMENT <br />OSS SHEATHING <br />0-I U WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: <br />DBL. TOP PLATE <br />2X4 IS' O.C. MAX <br />345 MIN HEAD SIZE <br />300 MIN <br />EMB8' EATEN INat TTO <br />ARCHWAY <br />EXCEED E" O.G <br />MAX <br />2X4 SOLID <br />BT. PLATEBLOCKINGBLOCKG <br />SECURE <br />V2' PLYWOOD - <br />TO SHEATHING WITH <br />OR T/*. O.S.S. <br />MR 2-12d PER BLK <br />EA END <br />3 EXTERIOR ARCHWAY <br />SCALE: I2'.I'-0' <br />0 11W; CAB OR Y2 PLYWOOD SHEATHING <br />O -30 BLDG FELT <br />O3 24' WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />O MAST ADD DI910, 3b' WIDE AND <br />AND MUST BE A MN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />DBL. TOP PLATE <br />2X4 16' O.C. MAX <br />SECURE 2X4 W/ 2.%' <br />TAPCONS OR DRIVE PIN <br />(MRL SHANK SIZE .4b MK <br />HEAD SIZE 300 MIN <br />EMBEDMENT I Y' WIN 8' <br />EA END NOT TO EXCEED <br />16' O.C. MAX <br />2X4 SOLIC <br />BLOCKNG SECURE <br />TO SHEATHING WITH <br />MIN 2-12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECAST HEADERMIN) <br />2 X 4 (MN C 2 X 3) 1-3/16 TAPON <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />MN LEAD SIZE 300 <br />MIN EMBEDMENT V4') <br />END A1 <br />S' FROM EACH AND IS- <br />O.C. MAX. MIN I-1/4' EMBEDMENT <br />2.. (MIN 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE PIN 'MNSHANK SIZE.14b <br />MIN HEAD SI300, <br />SIZE 300, <br />HIEMBEDMENT 1 1/4') <br />a' FROM EACH END AND IS' <br />O.C. MAX MIN I-I/4' EMBEDMENT <br />2 X 8 MN 2 X 3) 24/16 TAPCON <br />OR DRIVE PIN MN SHAM, SIZE.45 <br />MIN HEAD SIZE 300 <br />1/16' COS &4EATHR4CG <br />MN EMBEDMENT I V4') <br />2X4 16' O.C. MAX. <br />S' FROM EACH END AND IS- <br />(WHEN OVER YG' IN HEIGHT) <br />O.C. MAX MIN 1.1/4' EMBEDMENT <br />214 SOLID BLOCKING — <br />SECURE TO SHEATHING WV <br />MIN 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE: I2'r I'-0' <br />�1CLOSED VALLEY FLASHING DETAIL <br />v NTb. <br />TRESS SIMPSON - <br />I/2' CLG. BOARD 4 TEXT. 9P4 • 32' <br />SIMPSON SP4 2X4 DBL. TOP PLATE O 4 <br />• 32, O.C. 1/2' DRYWALL <br />2X4 WOOD STUDS •16' C.C. <br />UAO. ON TRUSS PLAN <br />2X4 CONT, STRESS <br />BLOCKING MID -WALL <br />X4 PT. PLATE <br />SIMPSON SP4 <br />32' O.C. MAX <br />I2'X9' AB: 32' O.C. <br />1'EMBEDMENT <br />CONC. SLAB <br />2 9'. COIN. <br />1-STORY <br />INT. BEARING WALL <br />7 SCALUPLIFT OR <br />E, 12'.I'-0' <br />NOTE: FOR WALLS WINO <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTOR&, <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS o Vo' O.C. MAX, <br />UON <br />I' T 4 G SUBFLOOR GLUED <br />AND SCREWED A9 PER <br />FASTENER SCHEDULE <br />BT FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 0 32' <br />O.C. MAX <br />PURE -ENS FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2.4 CONTNOIUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS o 16' O.C. MAX, <br />UON. <br />I2, GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB <br />W/ I' 9' ANCHOR BOLT W/ 2' <br />WASHER SET IN "-ON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN <br />SIMPSON SP4 0 32' O.C. MAX <br />8 INT. 2-STORY LB.W. <br />SCALE: 1/2T F-0' <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />J' CAB. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'. EACH END <br />2x DOABLE TOP PLATE <br />STUDS o 16, OC. <br />MTS-12 o EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE§ I2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W2.12dS 6--b' O.C. MAX <br />T/&' TEXTURED FNIS44 <br />1/16' OSB SHEATHING <br />2 X 4 b' O.C. MAX <br />(WHEN OVER 16' N HEEGHT.) <br />2 X 4 (WHEN OVER IS' IN HIEGHTJ <br />1/4' TEMPERED MASONITE <br />GLUE 4 NAIL W/ad'S 8'-12' OL. <br />IF HEEDED. <br />2 X SOLID BLK'G s ARCH <br />SECURE W2-12d EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPECS. <br />MTL WOW FRAME <br />'NOTE, NO GAP • WDW FRAME <br />TO EXCEED 1/4' <br />2 X 4 (MN 2 X 3) 1.3/16 TAPOON <br />OR DRIVE PIN (MN SWANK SIZE.M5 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/49 <br />S' FROM EACH END AND 10' <br />EXISTING BLK ASV. <br />O.C. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPOON <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN (MN 84AW SIZE.145 <br />MN HEAD SIZE 300 <br />1/16' COS SHEATHING <br />MIN EMBEDMENT 1 INT') <br />6' MCO'1 EACH END AND 16' <br />2 X 4 16' O.C. MAX <br />O.G. MAk. MIN I-V4' EMBEDMENT <br />(WHEN OVER 16' IN HEIGHT.) 2 x 4 (WHEN OVER I6' <br />2 X S (MN 2 X 3) 2-3/16 TAPCON <br />16, IN WEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 V4') <br />2 X SOLID BLKYG • AR:C11 <br />SECURE W2-12d EACH END <br />S.FROM EACH END AND 16' <br />ATTACI4-ENT PER <br />O.C. MAX MIN 1-V4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL WDW FRAME <br />1/4- TEMPERED MASONITE <br />'NOTE' NO GAP o WDW FRAME <br />GLUE 4 NAIL W/8d'S 8'-12' O.C. <br />TO EXCEED V4' <br />IF HEEDED. <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 DOGS,) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP SP724 NAIL <br />PER MANUF. SPECS. <br />SECTION AT TOP <br />6OF EXTERIOR WALL <br />SCALE: NTS <br />ASPHALT SHINGLES OVER <br />�39) FELT ON 1/16' OAS. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFSACK <br />(SEE SEALD ENS. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SFF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />� COIN. 2x4 9PP RAT RUHI ' <br />>#CURED W/ (2) 12d'e o EACH <br />TR 85 <br />(2) 2x4 4 B.Y,P, DIAGONAL BRACE W/ !31 <br />Tld'R o EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />i' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE o CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE o ANT SPAN B'-V OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-I' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EG IALY FROM CENTER TO END <br />11 GABLE X-BRACING <br />i v SCALE: 112'.I'-0' <br />2x RIDGE 01,E SIZE LARGER <br />THAN RAFTER SIZE <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) 12d NAILS OR <br />MR (4) 10d GUN NAILS <br />bce NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) IOd GIRD NAILS • EA. TRUSS <br />RAFTER TO TRUSS MTS-d <br />CREATE VOID FOR STRAP <br />PRE-ENGTRUSS) <br />ALTER•IATE coNNEcnoN �ZCONV. FRA ED ROOF <br />META-24 RAFTER TO BLKYG SCALE: V2'.I'-0' <br />BETWEEN TRUSSES <br />V-0' TO 30'-0' (I) W BRACE <br />30'-1' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE o CENTER) <br />(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />430 FELT ON 1/16' O.S.B. <br />(V 2X4 n SYP DIAGONAIL BRACE <br />W/ 9-12d EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAIL$ EA END <br />TO TRUSS <br />91-F STFFSACK 1 V:116 <br />(SEE SEALD ENS. PACK FOR <br />812E 4 CONNECTION) <br />am <br />CoMMoM <br />r-ommom <br />1AW 086 SHEATHING TRUSS 24' 04•.. <br />USE Od NAILS AT <br />4' — EDGE 4 6' .-FIELD <br />1/2' CLG. BOARD <br />2X4 3/8' X 5 LAG o32' O.C. M <br />NAIL CONT. RAT FEN TO <br />OR 91 MSTA-24 • 32' O.O. MAX. <br />TRUSS W/ (2) 12d o EA TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />SHEATHING NAILING TO BE <br />6' O.C. IN FIELD <br />DBL TOP PLATE <br />4. O.C.-ALL EDGE$ W/W NAILS <br />2X4 STUD I6' O.C. MAX. <br />n2-STORY GABLE END CROSS <br />BRACING <br />SCALE: I2'.I'-C' <br />• 1115 UPLIFT <br />SIMPSOM 14T$Mi20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />r 2380 UPLIFT <br />(2) SMP50M HTSMO <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 114' <br />TAPCONS TO CONT <br />(@TRUSS ANCHOR RETROFIT <br />RTS. <br />12" 7- <br />FINISH m LANDING y <br />3/4' PLYWOOD FR — <br />1 <br />z <br />E — -- CL <br />DBL 2X6 -- <br />\ I 36" MIN. FINISH <br />VI — <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH a LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. EACH STRINGER <br />LESS THAN 4" TYP. <br />3-2x12 SYP STRINGER 1 DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />CUT TO FIT <br />REINFORCED W/2X4 SPFOLOOR <br />JOIST <br />W/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE m <br />HAND RAIL <br />PL-400 OR SIMILAR a <br />z <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER U <br />II 0 <br />W/(3)08 3' SCREWS - EA <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) (3) 10d GUT NAILS <br />MIN. TREAD 10', MAX. RISER 1-3/4' <br />v 2X4 P.T, <br />d <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />d <br />ADJACENT TO EACH OTHER SLEEPER INTO <br />M <br />3/8' MAX. VARIATION IN ANY RISER/TREAD SLAB <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT <br />GRASPA51LITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE o NARROW END <br />MIN, 11' WIDTH o 12' FROM NARROW END SCALE: <br />34' MIN. HANDRAIL HGT. <br />A R C R I T E C T 8 <br />6 . <br />Design <br />Grou .2, <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA k: 0003325 <br />F <br />ti <br />Kai <br />O <br />y <br />O <br />IN <br />�i <br />a <br />U <br />8)TJ8l m da LOT. <br />SILVERADO <br />LOT #3 <br />BLK #7 <br />Pnoj=T# <br />04128.000-00371 <br />MODEL <br />4EBB <br />"1828- CALI" <br />GARAGE SIWMG: <br />LEFT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />[,D,ATU 10/19/17CALD 1/4"=1'-O"lillaT <br />8 155 <br />