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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'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />�� FLOOR BRACING <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 />OFSTUOS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/2" HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />PLYWOOD SHEATHING, <br />SEE <br />ROOF/WALUFLOOR <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 />2SIMPSON DTC CLIPS W/ <br />() <br />S2) SIMPX 1 DT <br />3/16"SEE SCHEDULE ( <br />FOR BOND BEAM <br />REO CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 1/4" <br />8" CMU WALL. MAX. GAP FROM 70P OF <br />SEE PLAN FOR WALL TO BOT. 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/ 10d Q 3" 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 Q 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />TOP OF FLR 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 />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />( TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS Q 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 />2x4 BRACE Q 48" O.C. w/ (5) 12tl <br />1'4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO 30'-U' (1) "X" BRACE <br />NAILS Q EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />30'-l" TO 60'-0 (3) "X" BRACE <br />DBL 2X8 LEDGER <br />DBL <br />CMU W/ GE EXP. BOLT NI <br />8d RING SHANK NAILS Q 4" O.C. MAX <br />Q BT. OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE Q 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 2. SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-10 EMBED. <br />16d NAILS Q 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-1P' HIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC III 1y/4„ <br />PER ELEVATION PER ELEVATION <br />O 3r <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING PATTERN <br />"ROOF/WALL/FLOOR <br />a�x <br />SHEATHING <br />O¢ <br />FASTENER SCHEDULE" <br />PER ELEVATION N m= -Z <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />PRE-ENGINEERED WOOD <br />24 M <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />2x4 P-T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />1x2, 2x WOOD FASCIA TRUSSCTIO <br />NAILER W/MFG <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />Q 12 Q.Q. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 ® <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES Q 2, " O/C, <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16Q <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />APPROVAL <br />37' O.C. MAX. <br />2'O/C AND SECURED W/(2)12d'sQ <br />AT TRUSSES PARALLEL <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />LAN <br />P) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />5 <br />SCALE:3/4"=1'-a' <br />PRE-ENG FLOOR TRUSSES <br />W/ HIP RETURN SCALE:3/4"=l'-U' <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) Q 24" O.C. <br />NO7 SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER EL VATI N <br />FOR STRAPPING <br />0 <br />VERIFY <br />RE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />8" GYPSUM BOARD OR 1/7'HIGH <br />W/1/2"DIA.ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />TRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />r <br />ECURE TRUSS TO TOP PLATE w/ (2) <br />WOODPOSTTO <br />STRENGTH EPDXY 6" MIN.GALV. <br />NAILS. <br />d TOENAILS <br />SLAB. SEE <br />EMBED. AT 3TOCMAXB-TSIMPSON <br />MTS12 <br />OUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2X8 P 7. <br />U1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8"O.C. MAX <br />GALV. NAILS EA. STRAP <br />4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />•o • <br />SIMPSON SPH4 OR SPH6 BTM <br />1/7GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1R" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's Q <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />,� 6. <br />1/Yk9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED Q 10'-0' O.C. MAX. <br />x <br />EPDXY 5-1/7' EMBED. MIN. Q 16" <br />1 Oa 10b 1 OC. <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0" <br />A-SIMPSON MTS-12 U <990 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 VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3'SDS, (115/8'° A.T.R. TO HDU4 AND (10) 14' X 2 1/2' BIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-0" <br />A&B - SIMPSON ABU44Z POST BASE <UA900 G5,660 W/ 5/8 DIA, x 6" EXP, BOLT <br />$I MPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST, <br />IIII CNITECTN <br />6 <br />Grosso' n <br />41 N. RONALD REAGAN BLV <br />LONGW000, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.00m <br />AA #: 0003325 <br />DRAFTING BY: 44 <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-OW2802 <br />sUBDM de LOT44 <br />SILVERADO <br />LOT #13 <br />BLK #16 <br />PROJECT: <br />03719.001-13161 <br />MODEL <br />2795— D <br />GARAGE swING: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 PH XP. H <br />