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PRECAST 4EADEWMN) <br />2 X 4 (MN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PIN (MN SHANK SIZE.IAB <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 114') <br />B' FROM EACH END AND <br />O.C. MAX. MIN 1-1/4' EMBEDMENT,_ <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON ni <br />OR DRIVE PIN (MIN SHANC 912E,145 <br />MIN HEAD SIZE 300 1 <br />MN EMBEDMENT 1 I/4•) <br />8' FROH EACH END AND E' <br />O,C. MAX MN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANG 51ZE.145 <br />MN HEAD SIZE 300 2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4') SECURE TO SHEATHINGW/ <br />S. <br />PRdi EACH END AND IS' MIN 2-dd PER BLI EA. END <br />O.C. MAX MIN 1.114' EMBEDMENT 1/16' Oe6 BHFATHING <br />CP Al WALL <br />ARCHWAY DETAIL <br />%116" AND UNDER <br />,GALE: I/2'.I'_D• <br />DBL. TOP PLATE <br />2X4 16' O.C. MAX. <br />SECURE 2X4 TO <br />D Wd-12d • 6'-A' <br />SECURE 2X4 W/ 2-%' Jf� ll I I <br />TAPCONS OR DRIVE -^ <br />PIN (MN. SHANK SIZE <br />.145 MIN. HEAD SIZE <br />900 MIN <br />EMBEDMENT <br />8' E'EMD'� o AAEARCHWAY <br />EXCEED WO., <br />MAX <br />2X4 SOLID ET. PLATE <br />BLOCKING SECURE 1/2, PLYWOOD. <br />TO SHEATHING WITH OR 1/16' ObB. <br />MIN. 2.12d PER BL - <br />EA END <br />EXTERIOR ARCHWAY <br />v SCALE: 1/2'•I'-0' <br />1Q. 14,; OSB. OR )j PLYWOOD SHEATHING <br />(2) W ELM FELT <br />Q9 24. WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD DIS10, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />QS FIBERGLASS SHINGLE$ <br />TRUS$ <br />I/2' CLG. BOAR 4 TEXT. <br />91MP90MJ SP4 2X4 DBL. TOP PLATE <br />e 32, D.C. Imo' DRYWALL <br />2X4 WOOD STUDS 416- OC., <br />UN.O. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMF'SON SP4 e <br />32' O.C. MAX <br />1/2'XS' AB. 32' OZ. <br />ONO. SLAB <br />W. CONT. <br />1—STORY <br />INT. BEARING WALL <br />7 SCALE: V2'•1'•0' <br />NOTE: FOR WALLS W/NO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 16' Or- MAX. <br />EECURE 2X4 IV 2-a(.' V <br />TAPCCNB OR DRIVE PN <br />(MN. SHANK SIZE .I45 MN <br />HEAD SIZE 300 MIN <br />EMBEDMENT I , W/IN B' <br />EA END NOT TO EXCEED BT. <br />SI' OL. MAX <br />irz <br />BLOCKING4 �JN l I \��w <br />TO SHEATHING WITH <br />MIN. 2-12d PER SILK EXTERIOR ARCHWAY <br />EA END <br />PRECAST HEADER(MN) <br />2 X 4 (MIN I X 3)I-3A6 TAPCON <br />OR DRIVE PIN (MIN SHANK bIZE.145 <br />MIN LEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />O.C. MAX MINI-1/4' EMBEDMENT <br />2 X 6 fMIN i X S) 2-3/16 TAPCCN <br />OR DRIVE PIN (MIIR SHANK SIZE.145 <br />MN LEAD SIZE 300 <br />MIN M EBEDMENT I 1/4')S' <br />FROM EACH END AND IS' <br />OL. MAX MIN 1.1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 7-3/16 TAPCCN <br />OR DRIVE PIN (MIN SHANK SIZE.WS <br />MNLEAD SIZE 3003001, <br />I6' OSB SHEATNINCx <br />MIN EMBEDMENT 1 1/4') <br />2X4 Ib' O.C. MAX. <br />8' FROM EACH END AND 18' <br />(WHEN OVER E' N HE GHTJ <br />O.C. MAX MIN I.1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN. 2-12d PER SILK EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE, IR'.I'-0• <br />5 CLOSED VALLEY FLASHING DETAIL <br />NTb. <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />SIMfd 32 2.4 STUDS • 16' C.C. MAX, <br />9Pa 32• U.ON, <br />O.C. <br />j' T 4 G SUBFLOOR GLUEC <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2NO FLOOR STUDS <br />SIMPSON META-36 a S2' <br />OL. MAX <br />PRE -ENS FLOOR TRU88 <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS a 16' OZ. MAX, <br />U.ON. <br />I/2' GYP. ILL. BD. <br />SECURE ST. PLATE TO SLAE <br />W/ I7x8' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. <br />SIMPS014 SP4 a 32' OZ. MA <br />8 N 2—STORY L. .W. <br />SCALE: 1/1'•1'-0' <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />O.S.B. SHEATHING OR I' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'e EACH END <br />2. DOUBLE TOP PLATE <br />STUDS a 16, OL, <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE: I/2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12dS 6'-8' OL, MAX. <br />1/8, TEXTURED FINISH <br />T/16' 08B BHBATNMG <br />2 X 4 16' OL. MAX <br />(LL 4EN OVER 16' IN HIEGHTJ <br />2 X 4 (WHEN OVER Ma' IN NIEGHTJ <br />1/4'TEMPERED MASONITE <br />GLUE . NAIL W/8d'S 8'-I2' O.C. <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W4-12d EACH END <br />`MTL WOW FRA1"IE <br />'NOTE: NO GAP • WDW FRAME <br />TO EXCEED 1/4' <br />AIL <br />2 X 4 (MIN 2 X S) i-S/I6 TAPCON <br />OR DRIVE PM (MN SHLANK 81ZEAS <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 V4') <br />8' FROM EACH END AND 10' <br />EXISTING ELK ASV, <br />O.G. MAX. MIN 1-1/4' EMBEDMENT <br />V4' TEXTURED FINISH <br />2 X 6 (MN 2 X 3) 2-3/16 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PIN (MIN eHANC SIZE345 <br />MIN HEAD SIZE 900 <br />1/16' 085 SHEATHING <br />MIN EMBEDMENT 1 I/4') <br />8' EACH END AND 1. <br />2 X 4 16' O.C. MAX. <br />MAX. <br />OL. MIN IA/4' EMBEDMENT <br />(WWEN OVER W' IN WE. <br />OVER <br />2 X 4 (WHEN I6' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16, IN HEIGHT.) <br />OR DRIVE PIN (MN SHAW SIZEA45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK'G •ARCH <br />SECURE W/2-dd EACH END <br />B' FROM EACH END AND B' <br />ATTACHMENT PER <br />OL. MAX MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPECS. <br />MTL UOW R <br />F <br />1/4' TEMPERED MASONITE <br />'NONO TE: GAP • VOW FRAAMEME <br />GLUE 4 NAIL W/Sd'S e'-12- OC. <br />TO EXCEED 1/4' <br />IFNEEDED. <br />ARCHWAY DETAIL <br />rR1 CUTAWAY <br />SCALE: 42'.1'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DWGSJ <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ LISP SPT24 NAIL <br />PER MANUP. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SGALE:NTS <br />ASPHALT SWN 46 OVER <br />W FELT ON 1/16' OhM. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />112-ERE 'X' BRACING 19 PRESENT <br />CONY. 2x4 SPF RAT IRl2J <br />SECURED W/ (2) Rd'e s EACH <br />TRUSS <br />!2) 2x4 B.YP. DIAGONAL BRACE W/ (3) <br />12d'a • EACH TRUSS (DIAGONAL <br />X-15PACIN0. TO COVER 5-TRUSSES <br />a' GYPSU'I BOAR OR I' <br />HIGH STRENGTH CL.G. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY $PAN IB'-V OR GRATER REFER TO <br />TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1) X-BRACE <br />30'-1' TO 60'-C' (3) X-BRACE (1) X-BRACE a CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />@GABLE X—BRACING <br />SCALE: V2'•I'-0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN (3) 12d 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) IOd G19J NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) )Old GUN NAILS a EA TRUSS <br />RAFTER TO TRUSS MTS-12 <br />CREATE VOID FOR STRAP <br />PENETRATION <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRw-ENG. TRUSS <br />MSTA-24 RAFTER TO BLK'G <br />BETWEEN TRUSSES <br />FIBERGLASS SHINGLES OVER <br />-30 FELT ON 1/Ib' OSB. <br />CONV. FRAMED ROOF <br />OGALE: V2'•I'•0' <br />TO 30'-0' f11'A' BRACE <br />TO 60'-0(3)'X' BRACE <br />(1 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EOUALY FRCM CENTER TO END) <br />(2) 2X4 -2 SYP DIAG ONAIL BRACE —/ <br />W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WLERIE 'X' SRACNG <br />IS PRESENT <br />(2) 1Od NAILS EA END <br />TO TRUSS <br />SPF STIFPBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />VIE' d N SHEATHING TRJS9 26' o.c. <br />USE Bd NAILS 6' <br />4' oa. EDGE 4 b' —FIELD <br />IR' CLG. BOAR <br />2X4 W1W/ 9/S' X g LAG e32' C M NAIL CONT. RAT RIN TO <br />2X SIHP80N �/ <br />META-24 • 32' OL. MAX. TFS158 W/ (2) t2d a EA, ifdl88 <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />SHEATHING NAILING TO — <br />6' OL. IN FIELD DEL TOP PLATE <br />4' OL.eALL EDGES W/Sd NAILS 2X4 STUD Ib' O.C. MAX <br />n-2 STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•1'-0- <br />• 1115 UPLIFT <br />SIMPSOM HT& -no <br />W/10 IOd TO TRU99 <br />AND (4) I/4' x 2 I/4' <br />TAPCONS TO CONY <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMP$OM WTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />Wm I" TO TR198 <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />12 RUSS ANCHOR RETROFIT <br />N Tb. <br />,2 _Z <br />FINISH 43 LANDING <br />3/4' PLYWOOD F.F. =_ <br />DBL 2X6 -- <br />I <br />36" MIN. FINISFJ <br />1 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4, <br />FINISH LANDING PLYWOOD INTO <br />3/4' PLYWOOD Ff. EACH STRINGER <br />3-2xI2 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W/2X4 SPFO FLOOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR* <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3)e8 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 />GRASPAB IL 1 TY <br />WINDERS- MIN. 6' WIDE 1) NARROW END <br />MIN, 11' WIDTH 0 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />TREAD <br />TO FIT <br />:8 RISER <br />(3) I0d CUT NAILS <br />S 2X4 P.T. <br />SLEEPER INTO <br />SLAB — <br />HAND RAIL <br />1/2' DRYWALL <br />IX10 TRIM <br />-I' NOSING TYP. <br />1 <br />„Q <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' VV-0' <br />ARCRITECTa <br />Design <br />Grou .... <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078w. wwabdesigagroap.00M <br />AA #: 0003325 <br />E+ <br />y <br />V <br />4•Ri <br />0 <br />F <br />4 <br />V <br />W <br />a <br />F <br />C <br />ti <br />ausniv S. LOT: <br />SILVERADO <br />LOT #17 <br />BLK #6 <br />PROJmCT# <br />04128.000— 01761 <br />awDmLt <br />4EBB <br />1828— CALI" <br />GARAGm BWMG2 <br />LEFT <br />PAGm2 <br />MISC. <br />DETAILS <br />150 MPH: EXP. B <br />ARCHITECT- <br />STATE OF FLORID4 <br />DA 11/07/17 <br />BCAIM 1/4"=1'-0" <br />BHmmT <br />D5 <br />