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PRECAST HEADEWM6J) <br />2 X 4 (MIN 2 X 3) 1-3n6 TAPCON <br />OR DRIVE PM MIN 6HANK SIZE.I4S <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I 1/4') <br />S' FROM EACH END AND IS' <br />OZ. MAX. MIN 1. 1/4'EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 T4PCGN <br />OR DRIVE PM (MIN 9 4AW SIZE. <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4-)S' <br />FROM EACH END AND b' <br />OZ MAX. MIN 1-1/4, EMSEDMENT <br />7 X 8 MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZE.K3 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 11/4') <br />SECURE TO 614EATHINO W/ <br />VCMU <br />S' FROM EACH END AND IS. <br />MIK 2-aPER BLK EA. END <br />d <br />OC. MAX. MIN 1-1/4' EMBEDMENT <br />1/16. O9B 64-EATHMG <br />WALL <br />ARCHWAY DETAIL <br />�116" AND UNDER <br />1 SCALE: I2'•I'-0' <br />DBL. TOP PLATE <br />2X4 IS- OZ. MAX <br />SECURE 2X4 UV 2-6' <br />TAPCONS OR DRIVE PIN <br />MW S A K SIZE .HS MIN, <br />HEAD SIZE 300 MIN, <br />S"ESEDMEM I Y' TWIN 9' <br />EA END NOT TO EXCEED <br />S' OZ. MAX <br />2X4 SOLIC <br />BLOCKING SECURE <br />TO SHEATHING WITH <br />Mitt 2-12d PER SILK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECASTHEiADEWMN) <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPCON <br />OR DRIVE PM (MIN SHANK SIZE.145 <br />MINT HEAD SIZE 300 <br />DBL. TOP PLATE <br />MIN EMBEDMENT I V4') <br />2X4 I6' O.C. MAX. <br />e' FROM EACH END AND IS- <br />SECIM 2X4 TO <br />0000 W2-12d • 6'-S' <br />OZ MAX MN 1-1/4' EMBEDMENT <br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON <br />O.C. STAGGERED <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />— <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/49 <br />SECURE 2X4 W/ 2-V <br />S' FROM EACH END AND IS' <br />TA'PCONB OR DRIVE <br />OC. MAX MIN I-V4' EMSEDMENT <br />PIN (MIN.(MIN.SHANK SIZE <br />2 X 6 (MIN2 X 3) 7-3/16 TAPCCN <br />.145 MIK HEAD SIZE <br />300 MR <br />OR DRIVE PIN MIN SHANK SIZE.145 <br />EMBEDMENT <br />EN )NOT O <br />MN HEAD SIZE <br />1/THING - <br />EA. <br />ARCHWAY <br />MN EMBEDMENT 1114')� <br />X4 IS- C, MAX. <br />EXCEED IS,, D.C. <br />S' FROM EACH END AND IS' <br />(WHEN OVER IS' M NEGHTJ <br />MAX <br />ST. PLATE <br />OZ. MAX. MM I-V4' EMBEDMENT <br />2X4 SOLID BLOCKING — <br />2X4 SOLD <br />SECURE TO SHEATHING W/ <br />SLOCKING SECURE <br />TO 9NEATHINKa WITH <br />1/2' PLYWOOD <br />OR T/IS' Ob$ <br />MIN. 2-12d PER BLK EA END <br />MIN. 2.12d PER BLK. <br />EA END <br />EXTERIOR ARCHWAY <br />� SCALE: 12'•1'-0' <br />0 1�W OAS. OR)y PLYWOOD SHEATHING <br />O -0 BLDG. FELT <br />Q3 24. WIDE 26 GA. GALVANIZED METAL <br />PLASHING <br />O MUST ADD D1910, 36' WIDE AND <br />AND MUST BE A MIN 24' WIDE METAL. <br />® FBERGLA98 6HINGLES <br />TRum SIMPSON <br />I/2' CLG. BOARD 4 TEXT. SP4 32' <br />SIMPSON SP4 2X4 DBL. TOP PLATE O.C. <br />• 32' OZ. 1/2 DRYWALL <br />2X4 WOOD STUDS 016' OZ, <br />URO. ON TRUSS PLAN <br />2X4 CONY. STRESS <br />BLOCKING MID -WALL <br />2X4 PT, PLATE <br />SIMPSCN SP4 <br />32' OZ. MAX <br />I2'XS' AS. 32. O.C. <br />l' EMBEDMENT <br />CONC. SLAB <br />2 SL CONT. <br />i-STORY <br />INT. BEARING WALL <br />9CALH+ I2'•I'•0' <br />T. <br />FOR WALLS WINO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />2.4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS • I6' OZ. MAX, <br />U.0J1 <br />j' T 4 G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />ST FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON MSTA-36 • 32' <br />OC. MAX <br />PRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTINOUS STRESS <br />BLOCKING MID WALL <br />2x4 STUDS • 16' OZ. MAX, <br />U.ON. <br />I2' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAT <br />W/ J'x9' ANCHOR BOLT W/ 2' <br />WASHER SET IN SIMPSON <br />HGH STRENGTH EPDXY 1' <br />EMSED. MIK <br />SIMPSON 6P4 • 32' O.G. MA <br />8 INT. 2-STORY LB.W. <br />SCALE: I2' • I'-0' <br />ARC11WAY DETAIL <br />4 1, AND UP <br />SCALE, I!J'•1'-0' <br />PRE -ENO TRUSSES OR <br />CONY. FRAMED RAFTERS <br />j' ObB. SHEATHING OR }' <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCORE <br />BETWEEN TRUSS BAYS W/ <br />13) 12d'. EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • 16' OZ. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />9 ATTACHMENT <br />SCALE. I2'•I'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W2-I3dS 6'-S' O.C. MAX. <br />1/8' TEXTURED FINISH <br />1/16' OSS SHEATHING <br />2 X 4 16. OZ. MAX <br />(WEN OVER 16' IN HIEGHTJ <br />2 X 4 (WEN OVER 16' IN HIEGHTJ <br />VA' TEMPERED MASONITE <br />GLUE 4 NAIL W/Sd'S S'-I2' O.C. <br />IF NEEDED. <br />2 X SOLID BLK'G - ARCH <br />SECURE W/2-126 EACH END <br />—MTL WDW FRAME <br />+40TE, NO GAP • UD1W FRAME <br />TO EXCEED V4' <br />ARCHWAY DETAIL <br />�A CUTAWAY <br />2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN <br />OR DRIVE PIN (MIN SHANK 61ZE.140 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 11/41) <br />S' FROM EACH END AND IS' <br />EXISTING SLK ASV. <br />OZ. MAX. MIN I-V4' EMBEDMENT <br />V4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON <br />1/S' TEXTURED FINISH <br />OR DRIVE PIN (MIN SHANK SIZE.145 <br />MIN HEAD SIZE 300 <br />1/16' 096 SHEATHING <br />MIN EMBEDMENT 1 1147 <br />S' FROM EACH END AND S' <br />7 X 4 IS' OZ. MAX <br />OZ. MAX. MIN 1-114' EMBEDMENT <br />2 X 4 OVER 16' IN HEIGHT.) <br />7 X d (WHEN OVER 16'2 <br />X 9 (MIN 2 X 3) 2.3/16 TAPCON <br />16' INHEGHITJ <br />OR DRIVE PM (MIN SHANK SIZE.149 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4')SECURE <br />2 X SOLID DLKG ARICW <br />W/1-Qd EACH END <br />S' FROM EACH END AND S' <br />ATTAC 4-ZW PER <br />OZ. MAX MIN 1-114' EMBEDMENT <br />MANUFACTURER* 6PEC5. <br />MTL UDW FRAME <br />1/4' TEMPERED MA6CNITE <br />4JOTE: NO GAP WDW FRAME <br />GLUE 4 NAIL W/Sd'S S'-IY OZ. <br />TO EXCEED 1/4' <br />F NEEDED. <br />ARCHWAY DETAIL <br />CUTAWAY <br />SCALE: 12'•I'-0' <br />ROOF TRUSS UPLIFT <br />CONNECTOR NOT <br />SHOWN FOR <br />CLARITY (SEE <br />SHOP DUU35.) <br />EXTERIOR WALL <br />SHEATHING (SEE <br />NOTES) FASTEN EACH STUD <br />TO DBL. TOP PLATE <br />W/ USP SPT24 NAIL <br />1 PER MANUF. SPECS. <br />SECTION AT TOP <br />OF EXTERIOR WALL <br />6 SCALE: NTS <br />ASPHALT SHNGLES OVER <br />W FELT ON 1/16' O.SS. <br />PRE-ENG GABLE TRUSS <br />a" 9TIFFE <br />(SEE SEALD ENO. PACK FOR <br />SIZE 4 CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WHERE 'X' BRACING IS PRESENT <br />`CONT. 2,4 9PF RAT RW ' <br />SECURED W/ (2) 12d4 • EACH <br />TRUSS, <br />(2) 2.4 2 S.YP. DIAGONAL BRACE W/ (3) <br />12d'• • EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER 5-TRUSSES <br />I' GYPSIUM BOARD OR 1.' <br />NIGH STRENGTH CLG, <br />NOTE: BOARD <br />DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE • ANY SPAN 5'-0' OR GRATER REFER TO <br />TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUES REINFORCEMENT. <br />0'-0' TO 30'-0' (U X-BRACE <br />30'-I' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (21 <br />BRACE DIVIDED EGUALY FROM CENTER TO END <br />10 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 />MIK (4) 10d GUN NAILS <br />Ix6 COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2x RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W <br />(2) 12d NAILS OR <br />(3) I0d 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 -ENO. TRUa9 <br />10 CONV. FRAMED ROOF <br />SCALE: V2'.I'-®• <br />0'-0' TO 30'-0' (V 'X' BRACE <br />30'-1' TO 60'-C' (3)'X' BRACE <br />0 'X' BRACE • CENTER) <br />(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) <br />FIBERGLASS SHINGLES OVER -� <br />•30 FELT ON 1/16' Ob15. <br />(2) 2X4.2 SYP DIAGONAIL BRACE <br />W/ 3-12d a EA TRJSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING W4ERE 'X' BRACING <br />1S PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />OPF STIFFSACK <br />(SEE SEALD ENG. PACK FOR <br />SIZE 4 CONNECTION) <br />coMlraol-I <br />1/I6' OSB SHEATHING TRJSS 24' 04:. <br />USE Sd NAILS AT <br />4' 04:. EDGE 4 6' — FIELD <br />g qG y 1/2' CLG. BOARD <br />OR 81�M 3F'80N TO <br />H9TA 24 92'OOt MAX. TRUSS W/ (2)�d �EA. tR1198 <br />2X4 SYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />SHEATHING NAILING TO BE <br />6' OZ, INFIELD DSL TOP PLATE <br />4. O.C.-ALL EDGES W/ed NAILS <br />2X4 STUD 16' OC. MAX. <br />n2-STORY GABLE END CROSS BRACING <br />SCALE: <br />• Ins UPLIFT <br />aIMPSOM HT&ZO <br />W/10 10d TO TRUSS <br />AND (4) I/A' x 2 114' <br />TAPC4048 TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT <br />(2) SIMP90M HTSM20 <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO 10d TO TRUSS <br />AND (4) 1/4' x 2 1/4. <br />TAPCONS TO CONT <br />-POURED LINTEL <br />TRJSS <br />BOND BEAM <br />9 USS ANCHOR RETROF T <br />N.Tb. <br />12 ° _Z <br />FINISH e LANDING—�F <br />3/4' PLYWOOD F.F. <br />CL <br />z <br />DBL 27ro— _— - — <br />l 36" MIN. F'M5- <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 />3/4' PLYWOOD F.F. EACH STRINGER <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/CONT. BEAD OF IXS RISER <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR w <br />z HAND RAIL <br />EA HORIZONTAL RUN <br />s <br />SECURE TREADS TO STRINGER <br />W/(3)S 3' SCREWS 0 EASTRINGER, <br />UNTHREADED SHANK <br />1/2' DRYWALL <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />IXIO TRIMNOTE: <br />' NOSING TYP. <br />SNAILS= <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014)(3) <br />lOd GUTMIN. TREAD 10', MAX. RISER-1-3/4'3/16'MAX. <br />VARIATION IN RISERS/TREADS <br />Q <br />ADJACENT TO EACH OTHER SLEEPER INv <br />SLAB <br />3/6' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR CROSS SECTION DIA. <br />TO BE 13/4' +-I/4' OR PROVIDE EQUIVALENT <br />GRASPABILITY 3 STAIR <br />SECTION DETAILS <br />WINDERS- MIN. 6' WIDE 0 NARROW END <br />MIN. 11' WIDTH 6 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />a s 0 Y o r e 4• v a <br />6 <br />Design <br />Grou E. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA 7h. 0003325 <br />F <br />W <br />y <br />U <br />W <br />O <br />Ka <br />O <br />F <br />O <br />summ d0 74ol <br />SILVERADO <br />LOT #1 <br />BLK #6 <br />PROJM <br />04128.00 -00161 <br />mono <br />4EHB <br />"2605-HAYDEN" <br />GARAGM NWIING: <br />RIGHT <br />PAGIM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />Nk <br />ARCHMECT: <br />STATE OF FLORIDA <br />r10/20/17 <br />1/4"=V-0" <br />