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IF <br />FLOOR DECK <br />Fr <br />Co <br />2.6 PT TERMINATIONJ <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) i6d COMMON W/ (6) 3116" x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'E0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=l'-U' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 211STUDS <br />SIMPSON H6 W/ (8) Btl EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD DON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />= <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2'HDG NAILS <br />WALL / FLOOR FRAMING, <br />, TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />EN <br />DBL PT 2X6 BUK'NG TRUSSES W/ 10dd 0 3" O CE 1ST PLY <br />INTO LEDGER AND 10d 0 3' O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />W.CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O 3F <br />zZ <br />O= <br />�QS--,Cry�� <br />PER ELEVATION K m= <br />1X2 FIRE -STOP <br />T/4' <br />NI <br />#8 WOOD SCREWS <br />x 2'LONG�3"O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN NI <br />SIMPSON A23 <br />EA. TRUSS �Il�g/q• <br />�I/l/�r <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />- SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG Q 3' O.C.; <br />STAGGEREDSGNI <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT <br />6' CMU WALL AT 16' O.C. AND 8" FROM NI <br />REINF PER PLAN END W/ MIN 5-1/7' EMBED. <br />FLOOR DECK <br />PER ELEVATION 4" <br />O 3F <br />NAILING PATTERN <br />OU <br />PER ELEVATION O mr= <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />M S O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 34'-T-0' <br />aSTUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2(4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d G 3" O.C. 1ST PLY <br />FLOOR DECK <br />2.4 CONT. W/ (4)16d NAILS <br />12) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d 0 3' O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />CD TOP OF FUR TRUSS <br />BRACE WI (3)12d 0 EA 4'-(Y' O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2X6 <br />x Z' LONG C 3" O.C.; <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING(TOP2X4SUPPORTS <br />BT. <br />TRUSS (DIAG. BRACE TOCENTERLINE <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA END <br />MUST NOT BREAKWITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES)3/4"AS <br />OFF 2x6; <br />SHOWN <br />I <br />2c4 BRACE O148" O.C. w/ (5)12d <br />1'-4"MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO NY-W(1) W BRACEDBL2X8LEDGER <br />NAILS 0 EA END <br />LINE <br />2x8 CONT. W/ (8)16d NAILS <br />BT. OF FLOOR TRUSS <br />30'-1"TO 60'-0 (3)'7C BRACEPRE-ENG GABLE TRUSSTO <br />"X' <br />CMU W/ 12"EXP. BO <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />2X61S FOR WALL <br />(1) <br />BRACE CENTER6' <br />CMU WALL <br />AT 16'O.C. AND 8" FRO <br />INTOBLOCKING <br />(ST. <br />(2) "x' BRACE DIVIDED EQUALLY 2x SUB-BANDREINF <br />STIFFBACK AT ALLEND <br />PER PLAN <br />W/ MIN 5-12" EMBE <br />16d NAILS 0 6' O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC III/q� <br />PER ELEVATION PER ELEVATION <br />LLO 3F <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING PATTERN <br />"ROOFANALL4=LOOR <br />9 <br />SHEATHING <br />O Q$w� <br />FASTENER SCHEDULE" <br />PER ELEVATION m <br />PRELEVATION P L VATION <br />SEE TVP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />TIO <br />1x2, 2x WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />TRUSS <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />17' O.C. <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />SIMPSON HETA-16 0 <br />GALV. COMMON NAILS. TRUSSES 24. O/C, <br />REPAIR DETAIL I F <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ tOd SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32' O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12, O/C AND APPROVAL SECURED W/ (2)12d's Q <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />scALE: 3/a"=r-0' <br />PRE-ENG FLOOR TRUSSES <br />7 SCALE: 3/4'"=1'-0' <br />6 <br />W/ HIP RETURN <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS V-U' O.C. (AT <br />O PRE-ENGT) WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELENATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />HOR BOLT W/ 2' <br />W/ 1I2' DIA. ANCHOR <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP N0. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO all P.T. <br />U < 1420 LBS W1(14)10d <br />BELOW FOR <br />PLATE W/ 12d% 6' O.C. MAX <br />GALV. NAILS EA STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o• <br />SIMPSON SPH4 OR SPH6 BTM <br />12"GYP. WL. BD. <br />' 0'• <br />AND TOP PLATE ANCHORS WI <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2X4 SECURED W/ (2)1Od's a <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />12'k9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'-d'O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. 16' <br />'� Ob '� QC <br />310 <br />OC MAX. <br />SCALE: 3/4"=1'-lT' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />•a•,e a.. <br />TRUSS TO POST CONNECTION <br />O <br />SCALE: 3/4"=1'-0" <br />' <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />B- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4'-V-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA, x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/6. AS. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 , <br />pr DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862628 <br />FAX: 815886-2802 <br />SILVERADO <br />LOT #7 <br />BlX #13 <br />PROJ=T1P <br />03719.060-07131 <br />MODEU <br />2795—F <br />0ARAGE EWI NG. <br />LEFT <br />PAOm: <br />DETAILS <br />150 JWH EXP. B <br />D1' TM 07/10/20 <br />aCALM 1/4"=i'—O" <br />air <br />S3.1 B <br />