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PRECAST LEADEWMIW <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 1 1/4') <br />r PROM EACH END AND IB' " <br />OC. MAX MIN 1-1/4' EMBEDMENT,.2 <br />2 X 6 MIN 2 X 3) 2-3A6 TAPCON Ni <br />ORDRIVE PIN (MIN SWANK SIZE.145 w' <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I <br />8' FROM EACH END AND b' <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPCCN <br />OR DRIVE PIN (MN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />2X4 $OLID BLOCKING <br />MN EMBEDMENT 1 1/4') <br />SECURE TO SHEATHING W/ <br />a. FROM EACH END AND 18' <br />MIN. 2-Qd PER BLK EA END <br />OL. MAX. MN I- 1/4'EMBEDMENT <br />1/16' O'./B SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: 12'•I'-0. <br />DBL. TOP PLATE <br />2X4 lb'OC. MAX <br />SECURE 2X4 TO <br />D Wn-12d 6'-8' <br />SECURE 2X4 W/ <br />EMBEDMENT I V W/IN <br />a' EA END NOT TO <br />ARCHWAY <br />EXCEED IB' or_ <br />MAX <br />2X4 SOLID <br />BT. PLATE <br />BLOCKING SECURE <br />1/2, PLYWOOD. <br />TO SHEATHING WITH <br />OR lA6. 09B. <br />MIN 2-12d PER BLK <br />EA. END <br />EXTERIOR ARCHWAY <br />v SCALE: IR'•I'-0' <br />lO. l/tj OBB. OR IV PLYWWD SHEATHING <br />2Q. 30 SLOG. FELT <br />Q 24. WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />O MUST ADD DI6T0, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />O5 FIBERGLA66 SHINGLES <br />TRUSS <br />I/2' CLG. BOARD 4 TENT. <br />SIMPSON 8P4 2X4 DBL. TOP PLATE <br />+EVERY 1/2' DRYWALL <br />OTHER STUD 2X4 WOOD STUDS -16, OL- <br />UNO. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />2X4 PT. PLATE <br />SIMPSON SP4 <br />32' D.C. MAX <br />IR'XS' AB. 32. OL. <br />CONK. SLAB <br />2 -3'. CON. <br />1-STORY <br />INT. BEARING WALL <br />6 SCALE, I/2'•P_0: <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />SIMPSON <br />SP4 <br />EVERY <br />OTHER <br />STIR <br />DBI.. TOP PLATE <br />2X4 I6. OL, MAX <br />SECURE 2X4 W/ 2-v <br />TAPCGN6 OR DRIVE PIN <br />(MIN SHAW SIZE .148 MIN. <br />HEAD SIZE 3CO MIN. <br />EMBEDMENT I V W/IN 8' <br />EA. END NOT TO EXCEED <br />IS' O.C. MAX <br />2X4 SOLID <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN. 2-12d PER BLK <br />EA. END <br />EXTERIOR ARCHWAY <br />PRECAST HEADER(MIN) <br />2 X 4 (MN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PIN (MN SHANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' PROM EACH END AND B' <br />OL. MAX MN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPCON <br />OR DRIVE PIN NK (MIN SHASI2EJ45 <br />MIN HEAD SIZE 300, <br />MIN EMBEDMENT 1 1/4')FROM8' <br />FROM EACH END AND IS' <br />OL. MAX. MN 1-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MIN SHANK SIM145 <br />MN HEAD SIZE 300 <br />1/16' OM SHEATHING <br />MN EMBEDMENT 1 1/4') <br />2X4 16' OL. MAX <br />a' FROM EACH END AND IS' <br />(LLFEN OVER 16' N HEIGa14TJ <br />O.C. MAX MIN I-I/4' EMBEDMEiNT <br />2X4 SOLID BLOCKING — <br />SECUR TO SHEATHING W/ <br />MIN. 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />16 AND UP <br />`t SCALE, I/2'•I'-0' <br />v CLOSED VALLEY FLASHING DETAIL <br />JNTB. <br />DOUBLE TOP PLATE <br />2x4 CONTINCUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • 16' OL. MAX, <br />UON <br />J' T 4 GO" OOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />IST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-96 • 32' <br />O.C. MAX <br />PRE -ENS FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINODUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • 16' OL. MAX, <br />UOJJ. <br />1/2' GYP. lu.. BD. <br />SECURE BT. PLATE TO 9LA! <br />W/ I'x9' ANCHOR BOLT W/ 2' <br />WA844ER SET IN SIMPSON <br />HIGH STRENGTH EPDXY l' <br />EMBED. MIN. <br />SIMPSON SP4 • 32' O.G. MA: <br />INT. 2-STORY LB.W. <br />51—ALE: 1,12'•1'-0- <br />PRE-ENG TRUSSES OR <br />CONY. FRAMED RAFTERS <br />j' 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 />(3112db EACH END <br />2. DOABLE TOP PLATE <br />STUDS • 16, OL. <br />MTS-12 • EVER STUD <br />2X4 BT. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: I/2'•1'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/I-12d8 6'-8' OC- MAX. <br />1/8' TEXTURED FINISH <br />1/16. OSB SHEATHING <br />2 X 4 16' OL. MAX <br />(WHEN OVER 16' IN HEEGHT.) <br />2 X 4 (WHEN OVER 16' IN HIEGHTJ <br />1/4' TEMPFFM MASONITE <br />GLUE 4 NAIL WSd'S 8'-12' OO. <br />IF NEEDED. <br />2 X SOLID BLK'G - ARCH <br />SECURE UW2-12d EACH END <br />MANUFACTURERS SPECS. <br />MTL WOW FRAME <br />TUOTE: NO GAP • WOW PRAI'IE <br />TO EXCEED 1/4' <br />ARCHWAY DETAIL <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PIN (MIN 844AW SIZE.145 <br />MIN HEAD SIZE 300 <br />nN EMBEDMENT 1 1/4') <br />8' FROM EACH END MID 0- <br />EXISTING BLK ABV. <br />OL. MAX MN I-114' EMBEDMENT <br />V4' TEXnURRED FINISH <br />2 X 6 (MIN 2 X 3) 2-3A6 TAPGCJ <br />iw TEXTURED FINISH <br />OR DRIVE PIN MN SHANK SIZEl45 <br />MN HEAD SIZE -508 <br />1A6' O58 SHEATHING <br />MN EMBEDMENT 1 1/49 <br />e' PROM EACH END AND 18' <br />2 X 4 16- OC. MAX. <br />OZ. MAX. MN 1-1/4' EMBEDMENT <br />(WHEN OVER 16' IN HEIGHT.) <br />2 X 4 (WHEN OVER 16' <br />2 X 8 MIN 2 X 3) 2-3A6 TAPCON <br />I&' N HEIGHT.) <br />OR DRIVE PIN (MIN SHANK 612E.145 <br />MIN HEAD 51ZE 300 <br />MIN EMBEDMENT 1 1/41) <br />2 X SOLID BLKYx • ARC{ <br />SECURE W/2.12d EACH END <br />8' FRO'i EACH END AND 18' <br />ATTACHMENT PER <br />OL. MAX MN 1-1/4' EMBEDMENT <br />MANUFACTURER'S 5MC'5. <br />MTL WDW FRAME <br />1/4' TEMPERED HASONITE <br />'NOTE: NO GAP • WOW FRAME <br />GLUE 4 NAIL W/8d'S 8'-12' OL. <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />�1 CUTAWAY <br />�LJ SCALE: I/2'•I'-0' <br />ASPHALT SHINGLES OVER <br />30 FELT ON'V16' OBB. <br />PRE -ENS GABLE TRUSS <br />SPF 9TIFFBACK <br />(SEE SEALO ENG, PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRU55ES <br />WHERE 'X' BRACING IS PRESENT <br />ml CONT. 1,4 SPF RAT RUN -9EACH SECURED W/ (2) 12d's <br />TRUSS <br />(2) <br />2x4 2 S.TP. DIAGONAL BRACE W/ (3) <br />12d's a EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I' GYPSUM BOARD OR <br />HIGH STRENGTH Q-G. <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 ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />TO 30'-0' (1) X-BRACE <br />30'-I' TO 60'-0' (3) X-BRACE (1) X-BRACE - CENTER AND (2) <br />BRACE DIVIDED ECUALY FROM CENTER TO END <br />GABLE X-BRACING <br />SCALE: 1/2'.1'-0' <br />2x RIDGE ONE 61ZE LARGER <br />THAN RAFTER SIZE <br />MK (3)12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) 10d GUN NAILS - EA. TRUSS <br />RAFTER TO TRUSS MM-12 <br />CRATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE -ENS TRUSSES <br />PRE -ENS TRUSS <br />ALTERNATE CONNECTION � CONV. FRAMED ROOF <br />META-74 RAFTER TO BLK'G SCALE: 1/2'•I'-0' <br />BETWEEN TRUSSES <br />0-V TO 30'-0' (V'X' BRACE <br />30'-I' TO 60'-0' (3) 'X' BRACE <br />(I 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EQUALY PROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER <br />30 FELT ON 1116. OBB. <br />(2) 2X4 1 SYP DIAGONAIL BRACE <br />W/ 3-12d • EA TRUSS ( DIAGONAL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' Bf <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFBACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />1/16' 08B SHEATHING — <br />USE 8d NAILS AT <br />4' — EDGE 4 6' o<. FIELD <br />2X4 W/ 3/8' 1AG:32' <br />OR 91MPSC4 M T -2d 32 <br />SHEATHING NAILING TO BE <br />6'-8' OC. IN FIELD <br />4' OL.-ALL EDGE5 W/8d NAILS <br />TRUSS 24' .- <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) 12d s EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' D.C. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•1'-0- <br />• 1115 UPLIFT <br />SIMPSOM HTSM120 <br />WAm 10d TO TRUSS <br />AND (4) 1/4x 2 114. <br />TAPCONS TO CONT <br />POURED LINTEL <br />s 2350 UPLIFT <br />(2) SIMP° -I HT5M20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />W/10 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4' <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONS <br />MIN. 2' COVER <br />2' APART <br />(121T- USS ANCHOR RETROFIT <br />NHS <br />12 z <br />FINISH g WO LANDING I <br />3/4' PLYWOOD FF. = <br />DBL 2X6 <br />1 <br />3/4' PLYWOOD WITH <br />LANDING DETAIL <br />4 12-D COMMONS <br />NAILED THRU 3/4' <br />FINISH o LANDING <br />3/4' PLYWOOD FF. <br />PLYWOOD INTO <br />EACH STRINGER <br />REINF SYP STRINGER I DBL 2XI2 <br />REINFORCED W/2X4 SPFOR <br />W/CONT. BEAD OF FLOOR JOIST <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />W/(3n 3' SCREWS a 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 />3/0' 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. 6' WIDE o NARROW END <br />MIN. II' WIDTH o 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />1 36" MIN. FINISH <br />WINDER DETAIL <br />LESS THAN 4' <br />12 TREAD ETWEEN SPII <br />T TO FIT <br />IXS RISER <br />(3) 10d CUT NAILS <br />a 2X4 P.T. <br />SLEEPER INTO <br />SLAB - <br />HAND RAIL <br />1/2' DRYWALL <br />IX10 TRIM <br />-I' N06ING TYP. <br />Z <br />�X <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4'=1'-0' <br />A R C N I T E C T 6 <br />Design <br />Gg Ine. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdmlgngroup.com <br />AA #. 0003325 <br />F <br />w <br />h <br />W <br />O <br />C� <br />0 <br />4 <br />A <br />R <br />A <br />V <br />6: <br />3 <br />EIUHDIV. ae LOT. <br />SILVERADO <br />LOT 2 <br />BLK 2 <br />0414128 —02002 <br />MODIM <br />4EGB <br />"GALEN" <br />GARAGE 81WWO: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />E3DATM 10/24/16: 1/4"=1' -O" <br />D 5 <br />