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FLOOR DECK <br />cm <br />i <br />2x6 PT TERMINATION <br />20 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 1U-a' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 <br />SCALE: 3/4"=1'-0" <br />SIMPSON H6 W/ <br />(8)Bd COMMON NAILS 21 STUDS <br />6 MPSON H6 WI (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. <br />FLOOR TRUSS OR PLATE STRAPS W/ IDd x 1 <br />GIRDER TRUSS 1/2" HOG NAILS <br />WALL /FLOOR FRAMING, <br />n TRUSS PARALLEL TO WALL <br />L SCALE' 3/4"=1'-0'• <br />PLYWOOD SHEATHING, <br />SEE <br />SHEATHVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. W (2)12d TRUSSES 0e 24" O/C, <br />TOE NAILS EA, SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />EL <br />SEE SCHEDULE (2) SIMPSON DTC CLIPS WI <br />(2) 3/16" X 1 3/4" <br />FOR BOND BEAM CONCRETE SCREWS INTO <br />RED' CMU AT BLOCKING W/ 1/4" <br />e" CMU WALL. MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />. <br />VERTREINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL <br />�3 — <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 />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 @ 3' O,C <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />BRACE W/ (3) 12d Q EA. 4'-g- O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG a 3' O.C.; <br />NI <br />2x4 BLOCKING @ EA. BRACE. <br />STRUCTURAL SHEATHING <br />TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />TOENAIL INTO TRUSS W! (4) 16d <br />NAILS EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2c6; <br />0 <br />1'-C MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />"X" <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. wl (5)12d <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />0'-0" TO 30'-0" (1) BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />DBL 2X8 LEDGER <br />MI <br />Bd RING SHANK NAILS @ 4•' O.C. MAX <br />BT. OF FLOOR TRUSS <br />(1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS <br />IT CMU WALL <br />TO CMU W712" EXP. BOLT <br />INTO BLOCKING <br />(ST. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />END W/ MIN 5-12" EMBED. <br />16d NAILS @ B" O-C. MAX <br />1X2 FIRE -STOP <br />UPRIGHTS OVER 4'-1V HIGH <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC 4. <br />PER ELEVATION PER ELEVATION <br />PLYWOOD SHEATHING, SEE <br />z <br />NAILING PATTERN <br />"ROOFANALUFLOOR <br />�= <br />SHEATHING <br />U <br />p� p,Q <br />FASTENER SCHEDULE" <br />N t <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />PER ELEVATION <br />DETAIL FOR STRAPPING INFO. <br />24" PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />ONNECTION PER <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />- <br />FLOOR TRUSSES (SEE <br />MFG. <br />1x2, 2z WOOD FASCIAfENG <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURALRUSS <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d D WOOD <br />12' O-C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />SIMPSON HETA-16 @ <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. 24"O/C, <br />1x2 SECURED W/10d P DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16® <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS CON7. 2x4 RAT RUN <br />12'O/C VAL ED W1 <br />AT TRUSSES PARALLEL <br />(VERIF37'0YW/TRMAXUSS <br />SECTION DETAIL <br />EACH TRUSS(2)12Cs@ <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />,__),TO <br />J <br />scALE:3/4"=r-n' <br />PRE-ENG FLOOR TRUSSES <br />6 <br />WJ HIP RETURN scALE:3/4"=1'-a' <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES --- <br />STRAP TRUSS TO PL <br />PRE{NG <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 />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION IWO <br />ION I i <br />FOR STRAPPING <br />r <br />sm <br />Q <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 216 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/6, GYPSUM BOARD OR 1/2" HIGH <br />W/ V7' DIA ANCHOR BOLT W/ 2" <br />- <br />- <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x414x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <9% 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 218 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's B" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2.4 OR 216 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 />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1!2' GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />CONT. 2x4 SECURED W/(2)10d's@EACH <br />10d x 1 1/2' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />SECURE ST. PLATE TO SLAB W/ <br />1/2k9" WEDGE ANCHOR W! 7' <br />TRUSS TO BE INSTALLED @ 10%9' O.C. MAX. <br />10d x3' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />TRUSSNVOOD POST CONNECTIOY <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRJUSgTO POST CONNECTION <br />SCALE: 3/4"=1'-0 <br />a <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />-• ' <br />B - SIMPSON HTS-ITSU < 1310 LBS W/ (20) lOd GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/49c3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST <br />%1%�TRUSS <br />CONNECTION @ L.B.W. <br />POST TO BLAB CONNECTION <br />`�Q `emu <br />SCALE: 3/4"=1'-0'• <br />A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6•' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W7 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U4,565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLAND0, FL 3275O <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFRNG BY: 1044 <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1O04 <br />TAMPA, FLORIDA 33634 <br />PH: 8134186-2628 <br />FAX: 813-886-2802 <br />SVHDIV. ae LOT: <br />SILVERADO <br />LOT# 11 <br />BLK# 16 <br />PROJECT# <br />03719.000-11162 <br />)1"279ODE5L <br />-CAMDEN" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />15 PH E <br />77 <br />DwT'E 05/13/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />