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FLOOR DECK <br />Co <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 10-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=V-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 />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDERTRUSS 12" HOG NAILS <br />WALL /FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. w/ (2)12d TRUSSES @ 24" O/C, <br />TOE NAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />SEE SCHEDULE (2) SIMPSON DTC CLIPS W/ <br />BEAM (2).16" X 1 314" <br />FOR BOND BCONCRETE SCREWS INTO <br />RED. CMU AT BLOCKING W/ 1/4" <br />8" CMU WALL. MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO SOT. OF <br />VERT. REINF. WALL BRACING AT BLOCKING <br />NOW BEARING EXT. WALL <br />3 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 />TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. WI (4)16d 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 />2x4 BLOCKING EA BRACE. <br />NOTE: <br />@ TOP OF FUR TRUSS <br />BRACE W/ (3)12d @ EA. 4'-0- O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" 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 2N0 FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />SHOWN <br />2x4 BRACE @ O.C. <br />1'-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />9-W TO 3U-0" (1) "X" BRACE <br />E(5) ND <br />NAILS @ EA. END <br />N <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />30'-1"TO 60'-0 (3)'R" BRACE <br />DBL 2X8 LEDGER <br />BL 2X <br />TO CMU W/ 12" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />(1) "X^ BRACE @ CENTER PRE-ENG GABLE TRUSS <br />8' CMU WALL <br />AT 16" O.C. AND 8'FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY STFF2x SUB -BAND <br />AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1l2"EMBED. <br />16d NAILS @ B" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. UPRIGHTS <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 FIRESTOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC III �'4. <br />PER ELEVATION PER ELEVATION <br />If <br />O SFr <br />11 <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING, PATTERN <br />"ROOF/WALL/FLOOR <br />7s 0 <br />SHEATHING <br />0w <br />FASTENER SCHEDULE" <br />PER ELEVATION w <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />I-rDETAIL <br />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 />W, 2x WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />TRUSS MFG, <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 />@ 1z C. <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />SIMPSON HETA-16 @ <br />GALV. COMMON NAILS. TRUSSES @ 24' OX <br />REPAIR DETAIL I F <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />12"S AND APPROVAL SECURED W/(2)12ds@ <br />AT TRUSSES PARALLEL <br />(VERIFY WI TRUSS <br />SECTION DETAIL <br />MASONRY BONG BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEESCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />scALE:3a"=1-0" <br />PRE-ENG FLOOR TRUSSES <br />7 SCALE:34"=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 4'-9' O.C. (AT <br />PRE-ENWOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHSEAMS) (BLOCKING <br />TRUSEATHING <br />S (TYP) <br />@ 24" D.C.G'O <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER N <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 112"DIA. ANCHOR BOLT W/2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x414x6 SYP NO.2 <br />WASHER SET IN HIGH <br />- <br />U c 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w1(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 />Aj <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 />AND TOP PLATE ANCHORS W/ <br />1 Od x 1 1/2' COMMON NAILS <br />SECURE PLATE TO SLAB Wl <br />CONT. 2x4 SECURED W/ (2)1 Od's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED@10'-0"O.C. MAX. <br />EPDXY 5-1/2'EMBED. MIN. @ IS- <br />00a 10b 1 Oc <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'' <br />TRIM.roPMCTM <br />• <br />n <br />A- SIMPSON MTS-12 U - 990 LBS W/ (14)10d GALV. NAILS. <br />-• E <br />8 - SIMPSON HTS-20 U - 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS WI (16) <br />1/4"x3"SOS, (1) 5l8- AT.R. TO HDU4 AND (10)1/4" X 212' SOS TO POST <br />CONNECTION @ L.B.W. <br />�1TRUSS <br />POSTTOSLABCONNEcncm <br />`tea `yu <br />SCALE: 3/4"=1'-W <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 GA660 W/ 5/8 DIA. x W 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 <UA 565 W/ 5/8" A.B. WITH MIN. T <br />EMBEDMENT TO SLAB 8 (26)16d x 2-112" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-774,4078 <br />www.abdesigngmup.eom <br />AA #: 0003325 <br />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: 8134386-2802 <br />suBD:v. S. LOT <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />P1�JSCT/ <br />03719.000-22131 <br />"'2'7 <br />795-B <br />GARAGE 81WING: <br />LEFT <br />PARSE: <br />DETAILS <br />15VUPH H <br />