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FLOOR DECK <br />CM <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-O" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-0, <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 12" HOG NAILS <br />/ <br />WALL FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />ya SEE <br />"ROOFMdALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2114 BLOCKING AT ENGINEERED WOOD <br />24" O.C. w/ (2)12d TRUSSES ®24" 0/C, <br />TOE NAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />EL X <br />SEE SCHEDULE (2) SIMPSON DTC CLIPS Wl <br />FOR BOND BEAM (2) 3/16" X 1 314" <br />RED CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 1/4" <br />8" CMU WALL MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />VERT. REINF. WALL BRACING AT BLOCKING <br />WALL <br />3 SCALE: 3/4ENOW BEARING EXT. WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />OBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16tl NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />tfllm_ <br />2x4 BLOCKING 0 EA. BRACE. <br />NOTE: <br />G TOP OF FLR TRUSS <br />BRACE W/ (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG Q 3" O.C.; <br />TOENAIL INTO TRUSS W/ 4 16d <br />STRUCTURAL SHEATHING <br />(T OP 2X4 SUPPORTS BT. <br />TRUSS <br />(DIAG. BRACE TOBELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />A. <br />NAILS fffi EA. END�IµLINE <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE C 48" O.C. w/ (5) 12tl <br />MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-fY' TO 30'-0" (1 )'1(" BRACE <br />DBL 2X8 LEDGER <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />BT. OF FLOOR TRUSS <br />30--1" TO 60'-0 (3) EX" BRACE <br />PRE-ENG GABLE TRUSS <br />"X" <br />TO CMU W/ 1/Z' EXP. BOLT MI <br />8d RING SHANK NAILSNATO <br />BT. IS FOR WALL <br />(1) BRACE (� CENTER <br />8"CMU WALL <br />AT iS' O�fi.C. AND 8" FROM <br />BLLOCKING <br />2X6 <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -SANG <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS 0 8" 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 /4„ <br />PER ELEVATION PER ELEVATION <br />PLYWOOD SHEATHING, SEENAIUNO <br />PATTERN <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />PER ELEVATIO <br />PER ELEVATION PER LEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILIN <br />ILEDGER <br />M PRE-ENGINEERED WOOD <br />TRUSSES (SEE <br />PRE-ENGINEEREDWOOD <br />CONNECTION PERFLOOR <br />1x2, 2(WOOD FASCIA <br />NAILERW/FRAMING <br />PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAIL <br />TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ 3 i6d ENGINEERED WOODFLOOR <br />ED WO/D <br />®,2 D.C.EPAIR <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REO.EVERYTRUSS(VERIFY <br />SIMPSON HETA-16 <br />GALE. COMMON NAILS. TRUSSES <br />DETAIL IF <br />lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />INSTALLED TOO LOW <br />SIMPSON HETA-16 <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />TRUSSES PARALLEL <br />37'AT <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />1MASOO/C AND APPROVAL EACH TRUSS(2)tttl'sQ <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:-4 V-a' <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />scALE:3/a"=r-a' <br />W/ HIP RETURN <br />SCALE 3/,,,=,,�, <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />24" O.C. <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRU88 TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2"HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A -SIMPSON MTS12 <br />STRENGTH CLG, BOARD <br />4x4/4x6 SYP NO. 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 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" 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 />i� <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12' GYP. WL. BD. <br />•0 • <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 L2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10tl's EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3" <br />11ZW" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. <br />MAX. <br />x <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />.1 <br />1 Oa 00b 1 OCi <br />OC MAX, <br />SCALE', 3/4"=T-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />ea• <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 />• 8 <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 />1ANYSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SOS TO POST <br />_� TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />`emu <br />SCALE: 3/4"=1'4' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1 2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81388&2628 <br />FAX: 81388&2802 <br />SusDIV. al. LOT: <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT# <br />03719,001-04 <br />MODEL.• <br />2795-CAMDEN" <br />;ARA;E SWIM;: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B of <br />