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PRECAST HEADERMIN) <br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 900 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND 16' 4 <br />OC. MAX MINI-I/4' EMBEDMENT,-� <br />2 k 6 (HIN 2 X 31 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 w <br />---.-- <br />i�f <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IB• <br />OC. MAX. MIN 1-114' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/16 TAPCON <br />R ODRIVE PIN (MIN SHANK 91ZEJ4S <br />MIN HEAD SIZE 300 <br />2X4 SOLID <br />MIN EMBEDMENT 1 I/4') <br />SEA TOG W/ <br />8' FROM EACH END NJD to <br />MIN. 2-12d PA ENDO,C <br />MAX MIN 1-1/4' EMBEDMENT/16'098S <br />CI U WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: I/2' • I'-0' <br />DBL. TOP PLATE <br />2X4 16' OC, MAX. <br />SECURE 2X4 TO <br />SECURE 2X4 W/ <br />EMBEDMENT IV WAN <br />8' EA. END NOT TO ARCHWAY <br />EXCEED IB' OC. <br />MAX <br />2X4 SOLID BT. PLATE <br />BLOCKING SECURE 1/2' PLYWK=. <br />TO SHEATHING WITH OR IA6' OSB. <br />MIN. 2-12d PER MILK <br />EA. END <br />ro-,\EXTERIOR ARCHWAY <br />v SCALE: I/['•1'-0' <br />lO. 14,; OSB. OR i(2' PLYWOOD SHEATHING <br />Q 30 BLDG. FELT <br />O3 24WIDE 26 GA GALVANIZED METAL <br />FLASHING <br />MUST ADD DI$T0, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FIBERGLASS SHINGLE$ <br />TRIS$ <br />i/2' CLG. BOARD 4 TEXT. <br />.IMP° 4 SP4 <br />2X4 DBL. TOP PLATE <br />EVERT <br />1/2' DRYWALL <br />OTHER STUD <br />2X4 WOOD STUDS s16' OC, <br />ONO. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />MID -WALL <br />BLOCKING MID -WALL. <br />2X4 PT. PLATE <br />SIMPSON SP4 e <br />32. O.C. MAX <br />1/2'X9' AS. 32' D.C. <br />CONC. SLAB <br />2 5'e CCNT. <br />1-STORY <br />6 INT. BEARING WALL <br />SCALE: <br />NOTE: FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTOR$. <br />DBL. TOP PLATE <br />2X4 16' O.G. MAX <br />SECURE 2X4 W/ 2-46 <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE W5 MIN <br />HEAD SIZE 300 MIN <br />EMBEDMENT I Y' WAR e' <br />EA END NOT TO EXCEEC <br />IS- OC. MAX <br />2X4 SOLD <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />MIN 2-12d PER BILK <br />EA ENE <br />PRECAST HEADER(MIN) <br />2 X 4 (MIN 2 X 3) 1.3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />$' FROM EACH END AND S' <br />OC. MAX MM 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />NK OR DRIVE PIN (MIN SHASIZE145 <br />4., <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND IS- <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />2 X 8 (MIN2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />111&' CGS SHEATHING — <br />MN EMBEDMENT 1 1/4') <br />2X4 I6' OC, MAX <br />8' FROM EACH END AND IS. <br />(WHEN OVER I6' IN HEIGHT.) <br />D.C. MAX. MIN 1-1/4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN. 2-12d PER BLK EA END <br />ARCHWAY DETAIL <br />4 16 E: 1/2' • AND UP <br />SCALE I'-0' <br />5 CLOSED VALLEY FLASHING DETAIL <br />Nrs. <br />DOUBLE TOP PLATE <br />2.4 OONTINCUS STRE55 <br />BLOCKING MID WALL <br />2x4 STUDS s 16. O.C. MAX, <br />UON. <br />I' T 4 G 5UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />UST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSCN MSTA-36 a 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOU5 STRE55 <br />BLOCKING MID WALL <br />2x4 STUDS - IS' OC. MAX, <br />U ON. <br />1/2' GYP. WL. SO. <br />SECURE ST. PLATE TO SLAB <br />W/ }'x9' ANCHOR BOLT W/ 2- <br />WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY I - <br />EMBED. MIN. <br />SIMPSON SP4 • 32. O.C. MAX <br />/ ry� INT. 2-STORY LB.W. <br />SCALE: I/2'.I'_0• <br />PRE-ENG TRUSSES OR <br />CONV. FRAMED RAFTERS <br />a' OSB, SHEATHING OR }' <br />COX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2.4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />(3112d'e EACH END <br />2. DOUBLE TOP PLATE <br />STUDS • 16' O.G. <br />MTS-12 a EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE: I/1'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/242dS 6'-8' D.C. MAX <br />T/S' TEXTURED FINISH <br />T/16' OSS SHEATHING <br />2 X 4 16' D.C. MAX <br />(W41EN OVER W' IN WIEGHT.) <br />2 X 4 (WHEN OVER 16' M HIEGHTJ <br />1/4, TEMPERED MASONITE <br />GLUE 4 NAIL W18d'S 8'-12' OC. <br />IF NEEDED. <br />2 X SOLID BLK'G a ARCH <br />SECURE W/2-126 EACH END <br />ATTACHMENT PER <br />MANUFACTURER'S SPEC'S. <br />MIL WOW FRAME <br />44OTE: NO GAP • WOW FRAME <br />TO EXCEED V4' <br />ARCHWAY DETAIL <br />A CUTAWAY <br />SCALE: 1/2'•1'-0' <br />2 X 4 (MIN 2 X 3) 1-3A6 TAPCON <br />OR DRIVE PIN (MIN SWANK SIZEJ45 <br />MN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND S' <br />EXISTING BILK ASV. <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />1/0' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />111&' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AND B' <br />2 4 16' OC. MAX. <br />(WHEN <br />EN OVER 16' IN HEIGHT) <br />D.C. MAX. MN 1-1/4' EMBEDMENT <br />2 X 4 (WHEN OVER W' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16• M HEIGHT.) <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />2 X SOLID BLK'G 41 ARCH <br />SECURE W/2-12d EACH END <br />8' FROM EACH END AND S' <br />ATTACHMENT PER <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />MANUFACTURER'S SPEC'$. <br />MTL WOW FRAME <br />1/4- TEMPERED MASONITE <br />'NOTE: NO GAP • WOW FRAME <br />GLUE 4 NAIL W/ed'6 S'-12' OC. <br />TO EXCEED 114' <br />IF NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />$GALE: IR'•I'-0' <br />ASPHALT SHINGLES OVER <br />30 FELT ON T/I6' O.S.S. <br />PRE-ENG GABLE TRUSS <br />SPF STIFFSACK <br />(SEE SEALD ENG PACK FOR <br />SIZE 4 CONNECTION) <br />2.4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING Is PRESENT <br />COOT. 2.4 SPF RAT RUN ' <br />SECURED W/ (2) @d'e • EACH <br />TRUSS <br />(2) 2x4 42 S.YP. DIAGONAL BRACE W/ (3) <br />0d's • EACH TRUSS (DIACONAL <br />X-BRACING TO COVER 5-TRUSSES <br />Q' GYPSUM BOARD OR }• <br />HIGH STRENGTH CLG. <br />NOTE: BOARD <br />DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE s ANY SPAN B'-0- OR GRATER REFER TO <br />TRUSS ERG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-0' (1)X-BRACE <br />30'-I' TO 60'-0' (3) X-GRACE (I) X-BRACE s CENTER AND (2) <br />BRACE DIVIDED EQUALY 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 />MIR e4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN.(4) 10d CAN NAILS <br />2. RAFTERS <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 MTS-12 <br />CREATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />PRE-ENG. TRUSS <br />ALTERNATE CONNECTION <br />MSTA-24 RAFTER TO SLK'G <br />BETWEEN TRUSSES <br />FIBERGLASS SHINGLES OVER <br />30 FELT ON T/16' OSB. <br />CONV. FRAMED ROOF <br />SCALE: IR'•1'-0' <br />0'-0' 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 FROM CENTER TO END) <br />(2) 2X4 -2 SYP DIAGONAIL BRACE <br />W/ 3.12d • EA TRUSS ( 0146CNAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING WHERE 'X' BF <br />15 PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SPF STIFFSACK <br />(SEE SEALD EW— PACK FOR <br />SIZE 4 CONNECTION) <br />1/16' OSB SHEATHING — <br />USE Sd NAILS AT <br />4' ...EDGE 4 6' ... FIELD <br />2X4 W/ 3/8' X 5 LAG -32'OC. <br />OR SIMPSON MSTA-24 a 32' OC. <br />SHEATHING NAILING TO BE <br />OC. IN FIELD <br />4. O.C.-ALL EDGES W/Sd NAILS, <br />TRUSS 24' — <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) 12d - EA. TRUSS <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.C. MAX. <br />n2-ST ORY GABLE END CROSS BRACING <br />SCALE: 1/2'.1'-0' <br />• 1115 UPLIFT <br />SIMP90M HT <br />WAO I" 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 />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 114' <br />TAPCONS TO CONY <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />TAP CONS <br />MIN, 2' COVER <br />2' APART <br />12 TRUSS ANCHOR RETROFIT <br />N.T.S. <br />12" Z <br />FINISH m LANDING S I- <br />*2Xro <br />D FF. <br />i <br />36' M'.N. =INiSH _..j <br />3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/4' <br />FINISH o LANDING PLYWOOD INTO <br />EACH STRINGER <br />3/4' PLYWOOD Fr-7 <br />LESS THAN 4' TYP. <br />3-2X12 SYP STRINGER DBL 2XI2 2XI2 TREAD <br />ETWEEN SPINDLES <br />REINFORCED W/2X4 SPFOR CUT TO FIT <br />JOIST <br />W/CONY. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE o^ <br />PL-400 OR SIMILAR 0 <br />z HAND RAIL <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />I' <br />W/(3)FS 3' SCREWS ® EA <br />4 <br />STRINGER, UNTHREADED SHANK <br />112' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IX10 TRIM <br />NOTE: <br />1' NOSING TYP. <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />'I-3/4' (3) 10d CUT NAILS <br />MIN. TREAD 10', MAX. RISER <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />m Q <br />SLEEPER INTO <br />ADJACENT TO EACH OTHER <br />E <br />SLAB <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 />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 9 NARROW END <br />MIN. 11' WIDTH a 12' FROM NARROW END SCALE: <br />3/4--V O- <br />34' MIN. HANDRAIL HGT. <br />A R C N I T E C T 8 <br />6 <br />Design <br />Groul®r.2. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />w .abdesigngroupxom <br />AA #: 0003325 <br />W <br />h <br />0 <br />U <br />O <br />U <br />W <br />O <br />F <br />O <br />m <br />8LJHDIV. ac LOT. <br />SILVERADO <br />LOT 21 <br />LOT 1 <br />PROJECT <br />04128.00 -21001 <br />MODEL: <br />4EBB <br />"1828- CALI" <br />GARAGE 911MO: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />t.150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />7, <br />I� 1: <br />n <br />