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FLOOR DECK <br />.6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON Wl (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 19-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />�� FLOOR BRACING <br />I SCALE 3/4"=T-0" <br />SIMPSON H6 Wl <br />(8)8d COMMON NAILS 21 STUDS <br />SIMPSON H6 Wl (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. J <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS lr,'HDG NAILS <br />WALL FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. w/ (2)12d TRUSSES F 24" O/C, <br />TOE NAILS EA. .MITINSHOP <br />END SU <br />TO TRUSS DRAWGS FOR REVIEW <br />AND APPROVAL <br />SEE SCHEDULE (2) SIMPSON DTC CLIPS W/ <br />FOR BOND BEAM (2) aM6 X 1 3/4 <br />CONCRETE SCREWS INTO <br />REQ. CMU AT BLOCKING W/ 1/4" <br />6' CMU WALL. MAX GAP FROM TOP OF <br />SEE PLAN FOR WALL TO GOT. OF <br />VERT. REINF. WALL BRACING AT BLOCKING <br />NOW BEARING EXT. WALL <br />�;� scALE:3/4„=1•-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TW/ 1od @ X O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />(2) 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 />@ TOP OF FLR TRUSS <br />BRACE W/ (3)12d Q EA. 4'4" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2K6 <br />x 7' LONG 3" O.C.; <br />NI <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2,6; <br />3/4" AS SHOWN <br />214 BRACE @ 46' O.C. w/ (5)12d <br />l'�" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" 70 3014" (1) 'X' BRACE <br />DBL 2X8 LEDGER <br />GEEXP. <br />NAILS ® EA END <br />LINE <br />2.6 CONT. W/ (a)16d NAILS <br />@ BT. OF FLOOR TRUSS <br />30'-1" TO 60'-013) "X" BRACE PRE-ENG GABLE TRUSS <br />"X" <br />TO CMU W/ BOLT NI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />(1) BRACE 0 CENTER <br />8"CMU WALL <br />AT 16' O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />(2) "X' BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1l7' 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 />3F <br />PLYWOOD SHEATHING, SEE <br />z <br />NALLB•MiPM'fERN <br />"ROOFIWAUJFLOOR <br />m�= <br />O <br />SHEATHING <br />p¢L <br />FASTENER SCHEDULE" <br />PER ELEVATION w z <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />GINEERED WOOD <br />CONNECTION PER <br />1x2, ac WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />TRUSSES (SEE <br />G PLAN) <br />TRUSS MFG. <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSES (SEE;7,72x <br />SEE SCHEDULE FOR SEE SCHEDULE FORON <br />SECURED W/ (3)16d ENGINEEREDWOOD <br />17'O.C. <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />HETA-16 0 <br />GALV. COMMON NAILS. TRUSSEs @ 24" O/C, <br />REPAIR DETAIL IF <br />EVERY TRUSS (VERIFY <br />x2 SECURED W/ 10tl SUBMIT SHOP DRAWINGS <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 ® <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. a14 RAT RUN <br />AT TRUSSES PARALLEL <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />17'O/C AND APPROVAL EACHTRUSSED /(2)12ds@ <br />MASONRY BOND BEAM <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />scALE:34"=r-o" <br />K—,-'�PRE-ENG <br />FLOOR TRUSSES <br />7 SCALE:34"=1'-0 <br />W/HIP RETURN <br />sQALE:3/4••=,'-0 <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSS: S <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-U' O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION lik <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATESUM <br />BOARD OR 1/7' HIGH <br />W/ 12" DIA ANCHOR BOLT W/ Z' <br />_ <br />A- SIMPSON MTS12TH <br />CLG- BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />FTRUSSTO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12TOP <br />PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U1420LBS WI (14)10d <br />BELOW FOR <br />PLATE W/ 12ds 8" 0 C. MAX <br />GALV. NAILS EA. STRAPx6 <br />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 />•0 • <br />SIMPSON SPH4 OR SPH6 BTM <br />1/7' GYP. WL. BD. <br />AND TOP PLATE ANCHORS W! <br />10d x 1 1/7' COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. CUREDEACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />12Z WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTION <br />TO INSTALLED <br />TRUSS TO BE INSTALLED 10'-0" O.C. <br />MAX. <br />EPDXY 5-12" EMBED. MIN. 016' <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=l'1T' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />,nPOST CONNECTION <br />A - SIMPSON MTS-12 U < 9W LBS W/ (14) 10d GALV NAILS. <br />-• ' <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTMDU4 U 14565 LBS VGT TO TRUSS W/ (16) <br />1/4.S,a'SDS, (1) 5/8— A.T.R. TO HOU4 AND (10)114" X 212" SDS TO POST <br />%�%�TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP_ BOLT <br />C - SIMPSON HTT5 POST ON SLAB <UA565 W/ 5/8" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORIANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 336M <br />PH: 813886-2628 <br />FAX: 813-886�2802 <br />IP <br />UBDIIV. de L.OTSILVERADO <br />LOT #2 <br />BLK 15 <br />ROJECT* <br />03719.001-02151 <br />MODEL.• <br />2795—CAMDEN <br />GARAGE 81F MG: <br />LEFT <br />PAGE: <br />DETAILS <br />kl5g.,MPH Fgn. B <br />