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PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' z� <br />OL. MAX MIN 1-114' EMBEDMENT?w <br />2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON u�x <br />OR DRIVE PIN (MIN SHANK SIZE-145 w= <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS' <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE145 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SECURE TO SHEATHING W/ <br />S.FROM EACH END AND IS' <br />MIN. 2-12d PER ELK EA END <br />O.C. MAX. MIN 1-114' EMBEDMENT <br />T/16- OSB SHE <br />CMU WALL <br />ARCHWAY DETAIL <br />%116" AND UNDER <br />1 SCALE: 12'.I'-0' <br />DBL. TOP PLATE <br />2X4 16. O.C. MAX <br />SECURE 2X4 TO <br />D W/2-12d a 6'-8' <br />.145 MIK HEAD SIZE <br />300 MIN. <br />EMBEDMENT I& WAN <br />e' EA END NOT To <br />ARCHWAY <br />EXCEED B' OC. <br />MAX <br />2X4 SOLID <br />BT. PLATE <br />BLOCKING SECURE <br />12' PLTUI�D- <br />TO SHEATHING <br />OR T/Ib• OSS. <br />MIN 2.12d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />v SCALE: 12'.I'-0' <br />lO. T/W' os.5. OR IV PLYWOOD SHEATHING <br />O 9O SLOG. FELT <br />® 24WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />MUST ADD DISTO, 36- WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLES <br />TRUSS <br />12' CLG. BOARD t TEXT. <br />SIMIPSON SP4 ZX4 DBL- TOP PLATE <br />a EVERY 12' DRYWALL <br />OTHER STUD 2X4 WOOD STUDS sib' Or-, <br />UNA. ON TRUSS PLAN <br />2x4 CONT, STRESS <br />BLOCKING MID -WALL <br />-2X4 PT. PLATE <br />SIMPSON SP4 <br />32' OC, MAX <br />CONC. SLAB <br />2 W. COI. <br />1-STORY <br />6 INT. BEARING WALL <br />SCALE: 12'.I'-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 I6. OL. MAX <br />SECURE 2X4 W/ 2-V <br />TAPCONS OR DRIVE PIN <br />(MN. SHANK SIZE .145 MIN. <br />HEAD SIZE 300 MIN. <br />EMBEDMENT 0'' W/IN 8' <br />EA END NOT TO EXCEED <br />10' OC. MAX <br />2X4 SO -IC <br />BLOCKING 5ECUf� <br />TO SHEATHING WITH <br />MIN 2-12d PER BLK <br />EA. ENE <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCCN <br />OR DRIVE PN (MIN SHANK SIZE.145 <br />MN HEAD SIZE 30O <br />MIN EMBEDMENT 1 1/4') <br />e' FROM EACH END AND 18' <br />0C. MAX. MIN I-1/4' EMBEDMENT <br />2 X 6 (MN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE145 <br />MN 3 HEAD SIZE 00 <br />MIN EMBEDMENT 1 I/49 <br />8' FROM EACH END AND 18' <br />OL. MAX MIN1-V4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK 51ZE.145 <br />MIN HEAD 912E 300 <br />l/Ib' 09B 914EdTNING <br />MN EMBEDMENT 1 1/4') <br />2X4 IS' OL. MAX <br />8' FROM EACH END AND 10' <br />(WHEN OVER 16' IN HEIGHT) <br />OC, MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHNGG W/ <br />MIN 2-12d PER BLK EA END <br />ARCIAWAY DETAIL <br />,-�_IL6L AND UP <br />SCALE: I/P.I'-0' <br />r�CLOSED VALLEY FLASHING DETAIL <br />v N.TS. <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a I6' OC. MAX, <br />UON. <br />J' T ( G SUBFLOOR GLUED <br />AND SCREWED A5 MR <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSO4 MSTA-36 a 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS a I6. OC. MAX, <br />UON. <br />12' GYP. ILL. 50. <br />SECURE ST. PLATE TO SLAE <br />W/ INS' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. <br />SIMF"90N 9P4 a 32- OC. MA; <br />INT. 2-STORY LB.W. <br />SCALE: 112 1'--' <br />PRE-ENG TRUSSES OR <br />C0NV. FRAMED RAFTERS <br />(a' OBB. SHEATHING OR }' <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'a EACH END <br />2x DOUBLE TOP PLATE <br />STUDS a 16, OC. <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: 12'.I'-0' <br />DEN- 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' OSB 9HEATHU4Cs <br />2 X 4 16' OL. MAX <br />(WHEN OVER 16' IN HIE HT.) <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />1/4' TEMPERED MASONRE <br />GLUE ( NAIL W/8d'S 8'-12' OL. <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/1-12d EACH END <br />�MTL WDW FRAME <br />:NOTE: NO GAP a 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 SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I V4') <br />8' FROM EACH END AND 18' <br />EXISTING BLK ASV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />I/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/8' TEXTURED FINISH <br />OR DRIVE PM (MIN SHANK 51ZE.145 <br />MIN HEAD SIZE 300 <br />1/16. 0915 SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 18' <br />2 X 4 16. OL. MAX. <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />(WHEN OVER IN HEIGHT.) <br />2 X 4 (WHEN OVER Ib' <br />V <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16' IN HEIGHT) <br />OR DRIVE PIN MIN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID SLK'G a ARCH <br />SECURE W2-12d EACH END <br />8' FROM EACH END AND E' <br />ATTACHMENT PER <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S 5MC'S. <br />MTL UAW FRAME <br />1/4' TEMPERED MASONITE <br />'NOTE' NO GAP a WDW FRAME <br />GLUE 4 NAIL W/8d'S 8'-12' OC. <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SCALE: 12'•t'-0' <br />ASPHALT SHINGLES OVER <br />�30 FELT ON T/I6' OSe. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFBACK <br />(SEE 5EALD ENG. PACK FOR <br />SIZE 1 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING 15 PRESENT <br />CCNT. 2.4 SPF RAT RUN ' <br />SECURED W/ (2) 12d'e a EACH <br />(2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3) <br />12d'c a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />yN� ` I' GYPSUM BOARD OR }• <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER TO <br />TRUSS EW— FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1)X-BRACE <br />30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE a CENTER AND (2) <br />BRACE DMDED E01ALY FROM CENTER TO END <br />9 GABLE X-BRACING <br />SCALE: <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d CAN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 1Od CAN NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d 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 />PRE-ENG. TRUSS <br />10 CONV. FRAMED ROOF <br />SCALE: 1/2'.I'•0' <br />0'-0' TO 30'-0' (U'X' BRACE <br />30'-1' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO ENDI <br />FIBERGLASS SHINGLES OVER <br />�30 FELT ON 1/16' OAS. <br />(2) 2X4 a2 STP DIAGONAL BRACE — <br />W/ 3-12d a EA TRUSS ( DIAGONAL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BRACING <br />19 PRESENT <br />(2) 10d HAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE ( CONNECTION) <br />l/I6' 05B SHEATHING — <br />USE 8d NAILS AT <br />4' — EDGE 4 (' ...FIELD <br />OR SW PSON MSTA- 4 <br />SHEATHING NAILING TO BE <br />OC. IN FIELD <br />4- O.C.aALL EDGES W/8d NAILS, <br />TRUSS 24' — <br />12' CLG. BOARD <br />NAIL CONT. RAT RJN TO <br />'TRUSS W/ (2) 12d a EA TRUSS <br />2X4 STP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' OL. MAX. <br />in,2-STORYGABLE END CROSS BRACING <br />SCALE: 12'.I'-0' <br />• TITS UPLIFT <br />SIMP50M HTSM20 <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMP90M WTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 " TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />TAPCOVS TO CONT <br />(1-1TRUSS ANCHOR RETROFIT <br />N.TS. <br />12 z <br />FINISH a LANDING i <br />PLYWOOD F.F. _ <br />- - - CL <br />DBL 2Xro - <br />I <br />3/0" I-11N. F- NI51-I <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED R <br />PLYWOOD INTO <br />FINISH LANDING <br />3/4' PLYWOOD Ff. , EACH STRINRIN GER <br />3-2x12 SYP STRINGER 'DBL 2XI2 <br />2XI2 TREAD ""�L'" """�" <br />REINFORCED W/2X4 SPFOR <br />CUT TO FIT <br />W/CONT. BEAD OF JOIST <br />IXS RISER <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR a <br />z HAND RAIL <br />EA HORIZONTAL RUN <br />�! <br />SECURE TREADS TO STRINGER <br />V <br />N <br />W/(3)08 3' SCREWS a EA <br />4 <br />4 Vm <br />STRINGER, UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />I <br />IXIO TRIM <br />NOTE: <br />1` NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN, TREAD 10', MAX- RISER -1-3/4'_r <br />(3) 10d GUT NAILS <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />Q <br />ADJACENT TO EACH OTHER <br />SLEEPER INTO <br />3/8" MAX. VARIATION IN ANY RISER/TREAD <br />SLAB <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 1 3/4' +-114' OR PROVIDE EQUIVALENT <br />GRASPABILITY <br />.STAIR <br />SECTION DETAILS <br />WINDERS- MIN. ro' WIDE a NARROW END <br />MIN. 11" WIDTH a 12' FROM NARROW END <br />SCALE: <br />3/4'GI'-O' <br />34' MIN. HANDRAIL HGT. <br />A R C H I T E C T S <br />Grou 1��. <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 II <br />E <br />w <br />0 <br />W <br />h <br />O <br />W <br />O <br />F <br />O <br />ti <br />SVHDLV. � LOT: <br />SILVERADO <br />LOT 13 <br />BLK 1 <br />PROJECT# <br />04128.000-13001 <br />HODRU <br />4EAB <br />"1672—ARIA" <br />GARAGE S11WG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />07 <br />PRINT <br />11/04/16 <br />19CALM: 1 /4"=1' - 0'" <br />alcm= <br />D <br />