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2. RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIK (31 12d NAILS OR <br />PRECAST HEADER(MN) <br />A <br />MIN.(4)10d GUNNAILS <br />2 X 4 (MIN 2 X 3) 1.3/I6 TAPCON <br />DBL. TOP PLATE <br />Ixb COLLAR TIE AT EVERY OTHER <br />OR DRIVE PIN MIN SHANK BIZE.149 <br />SECURE 2 X RIP TO FIT <br />RAFTER W/ _ <br />MN HEAD SIZE 300 <br />DBL. TOP PLATE <br />W2-Ud9 b'-e' OG. MAX. <br />MN. (3) 12d NAILS OR <br />MN EMBEDMENT 1 114.1 <br />2X4 Ib' OC. MAX <br />l/8' TEXTURED FNISH <br />MIN. (4) 19d GUN NAILS �4 <br />e' FROM EACH END AND 18' �l <br />1/16. OSB SHEATHING <br />m <br />OG. MAX MN 1- 1/4' EMBEDMENT'�w <br />2 X 4 b' OC. MAX <br />2x RAFTERS <br />2Xb MN 2 X 3) 2-3A6 TAPCON �x <br />(LLFEN OVER 16' IN HIEGHTJ <br />OR DRIVE IN MIN SWANK sarmB i <br />- <br />IxB NAILER SECURE TO TRUSSES <br />MIN HEAD SIZE 300 <br />SECURE 2X4 W/ 2-%, <br />2 X A (RJHEN OVER 16' IN HIEO+ITJ <br />BELOW W/ <br />MN EMBEDMENT 1 I/4'1 <br />TAPCCNS OR DRIVE PIN <br />1/4' TEMPERED MASONITE <br />(2112d NAILS OR <br />e' FRAM EACH END AND W <br />(MIN. SHANC SIZE .H5 HM. <br />HEAD SIZE 300 MN. <br />GLUE 4 NAIL W/Sd'S B'-12' OL. <br />(3) 10d GUN NAILS a EA TRUSS—,,,, <br />OL. MAX. MN I-V4' EMBEDMENT <br />EMBEDMENT I Ys' W/IN 8' <br />F NEEDED. <br />2 X 8 lMN 1 X 3) 2-3/W TAPCON <br />EA. END NOT TO EXCEED <br />ST. PLAT <br />2 X SOLID BLK'G ARCH <br />RAFTER <br />OR DRIVE PN (MIN SHANK 51ZEJ45 <br />2X4 SOLID SLOCKNG <br />1. OL, MAX <br />SECURE W/l-12d EACH END <br />VOID FOR TRAP <br />CRATE VOID FOR STRAP <br />MN HEAD SIZE 300 <br />SECURE TO 9HIEATNMG W/ <br />IIA&'* <br />ATTAGa'IENT PER <br />PENETRATION <br />MIN EMDEDMIENT I I/4') <br />S. FROM EACH END AND 19' MIN2-Ud PER BLK EA. END <br />MANUFACTURER'S SPEC'S. <br />ROOF DECKING OVER <br />OL, MAX. MN 1.114' EMBEDMENT 08B SHEATHING <br />12' PLTUKIOD <br />ML WDW FRAME <br />1'17E-ENG TRUSSES <br />CHl WALL <br />2X4 SOLID <br />BLOCKING SECURE <br />OR 1/16' OSB. <br />'NOTE: NO GAP • UJOW FRAME <br />PRE-EN6, TR USS <br />ARCHWAY DETAIL <br />TO SHEATHING WITH <br />MIK2-RdPER BLK <br />EXTERIOR <br />ARCHWAY <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />10 CONV, FRAMED ROOF <br />16" AND UNDER <br />EA. END <br />WITH WINDOW <br />CUTAWAY <br />ALrERNATEcaNNEcrION <br />ME7A-24 RAFTER TO 5LK'G SCALE: /2 it-0' <br />1 SCALE: !1'•I'-0' <br />2 SCALE: 12'•P_0 <br />A SCALE: 12'•I - <br />BETWEEN TRUSSES <br />DBL. TOP PLATE <br />2X4 16' OC. MAX. <br />SECURE 2X4 TO <br />WOOD W2-12d . 6'-9' <br />OC. STAGGERED <br />SECURE 2X4 W/ 2-)W <br />TAf—," OR DRIVE <br />PIN (MIN. SHANK SIZE <br />J45 MIPL HEAD SIZE <br />3" MIN. <br />EEA.�NNT I O WAN <br />EeA.END <br />14RGI-IU1:4Y <br />EXCEED B' OC. <br />MAX <br />ST. PLATE <br />2X4 SOLID <br />BLOCKING SECURE <br />1,2' PLYW000- <br />TO SHEATHING WTH <br />OR 1/I6' OSJS, <br />MIN2.12d PER BLK <br />EA END <br />3 EXTERIOR ARCHWAY <br />SCALE: 12'•I'-®• <br />lfb OSS, OR l PLYWOOD SHEATHING <br />O -i0 SLOG, FELT <br />0 24WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />4O. MIST ADD DI510, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />- B TRUSS <br />SIMPBC <br />12' CLG. BOARD 4 TEXT. <br />SP4 <br />SI IP8414 SP4 <br />2X4 DBL. TOP PLATE <br />EVERY <br />® EVERY <br />12, DRYWALL <br />OTHER <br />OTHER STUD <br />2X4 WOOD STUDS s16' OG. <br />STUD <br />UNA. ON TRUSS PLAN <br />2X4 CONT. STPESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 a <br />32. OIC. MAX <br />12.X9' AS. 32' O.C. <br />CONC. SLAB <br />2 S'e CONT. <br />1-STORY <br />INT. BEARING WALL <br />6 SCALE, 12•.I'-012'•I'-0' <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />PRECAST HEADEWMIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PM (MN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />S.FROM EACH END AND 10' <br />CO. MAX MIN 1-1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3/16 TAPCCN <br />OR DRIVE PIN (MN SHANK SIZE.145 <br />4K <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 I/4') <br />8' FROM EACH END AND IS' <br />OL. MAX. MIN 1-114' EMBEDMENT <br />2 X 9 MIN 2 X 3) 2.3/16 TAPCCN <br />OR DRIVE PIN MIN SHANK SIZE.145 <br />MN HEAD SIZE 300 <br />1/16' O5B SHEATHNG <br />MIN EMBEDMENT 1 I/4') <br />2X4 I6' OZ. MAX, <br />9' FROM EACH END AND W <br />(WHEN OVER Ib' IN HEIGHT.) <br />OG. MAX. MN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING, W/ <br />MN. 2-12d PER SILK EA END <br />ARCIJWAY DETAIL <br />16 AND UP <br />� SCALE: 12'•I'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />NSS. <br />DOUBLE TOP PLATE <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • IS- CO. MAX, <br />U ON. <br />I' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON META-36 • 32' <br />OL. MAX <br />`1-F'RE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • 16' CO. MAX, <br />UON, <br />12' GYP, ILL. BD. <br />SECURE ST. PLATE TO SLAB <br />W/ }'KS' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPBON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. <br />5IMTPSON SP4 4R 3V O.C. MAX <br />7 INT. 2-STORY L.B.W. <br />SCALE: 12' • I'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />I}' OSS. SHEATHING OR } <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'n EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • 16' CO. <br />M TS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 <br />ATTACHMENT <br />SCALE: 12' • I'__ <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MN EMBEDMENT 1 1/4') <br />9' FROM EACH END MID 19' <br />EXISTING BLK ABV. <br />OC.MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X b (MIN 2 X 3) 2-3A6 TAPCON <br />1/8' TEXTURED FINI6H <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE -100 <br />1/I6' 058 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />9' FROM EACH END AND 16' <br />2 X 4 I6' OL. MAX. <br />(WHEN OVER IN WEIGHT.) <br />OC. MAX MIN 1-1/4' EMBEDMENT <br />ER 16' <br />7 X 4 (WHEN OVER <br />2 X 9 (MIN 2 X 3) 2-3/16 TAPCON <br />16' N HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZEJ4S <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />X SOLID BLKG •ARCH <br />SECURE 2-12d EACH END <br />SECURE W <br />8' FROM EACH END AND 18' <br />ATTACWMENT PER <br />OC. MAX MIN 1-114' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL UDW FRAME <br />I/4' TEMPERED MASONITE <br />'NOTE: NO GAP • WDW FRAME <br />GLUE 4 NAIL W/Sd'S 9'-12' OL. <br />TO EXCEED 1/4' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />�1 CUTAWAY <br />1J SCALE: 12'•I'-0' <br />ASPHALT SHINGLES OVER <br />30 FELT ON 1/16' OSS. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALO ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 5PF BLOCKING BETWEEN TRUSSES <br />(WERE 'X' BRACING IS PRESENT <br />CONT. 2,4 SPF RAT" ' <br />SECURED W/ (2) 12d', • EACH <br />TRUSS <br />(2) 2x4 2 GYP. DIAGONAL BRACE W/ (3) <br />126'4 • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />1, GYPSUM BOARD OR } <br />HIGH STRENGTH CLG, <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR "ICA-EST RIDGE, <br />DIAGONAL BRACE TO BE s ANY SPAN 5'-0' OR GRATER REFER TO <br />TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />50'-I' TO 60'-0' (3) X-BRACE el) X-BRACE • CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />9 GABLE X-BRACING <br />SCALE: 12'•BR <br />0'-0' TO 30'-0' (U'X' BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 .1. BRACE DIVIDED EOJALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />•30 FELT ON l/16' OSS. <br />(2) 2X4 2 SYP DIAGONAIL BRACE —/ <br />W/ 3-12d • EA TRdJSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSE5 <br />2X4 BLOCKING UIHERE 'X' BRACING <br />18 PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD EW. PACK FOR <br />SIZE 4 CONNECTION) <br />1/I9,' OSS SHEATHING — <br />USE Rd NAILS AT <br />4' — EDGE 4 6' — FIELD <br />OSBO9243OR IPONrTA--32C. <br />SHEATHING NAILING TO SE <br />6'-8' O.C. IN FIELD <br />4' 0CPALL EDGES W/8d NAILS <br />TRUSS 24' ... <br />12' CLG. BOARD <br />NAIL CONT. RAT RN TO <br />TRUSS W/ (2) 12d s EA. TRIUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DEL TOP PLATE <br />2X4 STUD 16' OL. MAX. <br />rl_l)2-STORY GABLE END CROSS BRACING <br />SCALE: 12'•I'-0' <br />• 1115 UPLIFT <br />SIMPSOIM HTSM20 <br />010 60d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMPSOM HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 I@d TO TRJSB <br />AND (4)1/4'. 2 I/4' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />T�: <br />TAP CONS <br />MIK 2' COVER <br />2' APART <br />12 T USS ANCHOR RETROFIT <br />KTS. <br />12" L <br />FINISH 6 LANDING <br />3/4' PLYWOOD FF. <br />z_ <br />DBL 2X6 <br />1 <br />3/4' PLYWOOD WITH <br />LANDING DETAIL <br />4 COMMONS/4' <br />NAILED THU 3/4I4' <br />PLYWOOD INTO <br />FINISH ®LANDING <br />3/4' PLYWOOD FF. , <br />EACH STRINGER <br />3-2XI2 SYP STRINGIER 'DEL 2XI2 <br />REINFORCED W/2X4 SPFOR 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/(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 l-3/4' <br />3/I6' 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 />GRASPAB I L I TY <br />WINDERS- MIN. fo' WIDE A NARROW END <br />MIN. II' WIDTH 6 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT, <br />36' 11!N. FINISH <br />WINDER DETAIL <br />2XI2 TREAD <br />Nfl,T. <br />SLEEPER INTO <br />SLAB <br />LESS THAN 4' TYP. <br />BETWEEN SPINDLES <br />HAND RAIL <br />1/2' DRYWALL <br />IXIO TRIM <br />-I' NOSING TYP. <br />7 <br />vX <br />r <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' G 1'-0' <br />A 2 E Y I T 0 C T l <br />6 <br />Grou F .MN:. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgrkgroup.com <br />AA #: 0003325 <br />F <br />h <br />Chi <br />W <br />O <br />F <br />4 <br />h <br />W <br />A <br />F <br />O <br />IBuBDIV. Ae LOT: <br />SILVERADO <br />LOT 7 <br />BLK 1 <br />PROJWT# <br />04128.000-07001 <br />HODffis <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />MISC- <br />DETAILS <br />150 MPH EXP. B <br />of <br />ARCHITECT: <br />/_ y ; <br />PRINT <br />DATJm 10/21/16 <br />DCALA: 1 /4"= V - 0" <br />elfrET <br />ji <br />