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FLOOR DECK <br />2x8 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W! (6) 3/i6" ° z 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: 3l4"=1'-(r <br />SIMPSON H6 W/ <br />(8)Bd COMMON NAILS 2z STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNGLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />It <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ IOd x 1 <br />FLOOR GIRDERTRUUSS SSUSSOR 12"HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3l4"=1'-0" <br />DBL PT 2z6 BLK'NG BETWEEN <br />TRUSSES WI 10d 0 3" O.C. 1ST PLY <br />INTO LEDGER AND I Od 6 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />z la. <br />ERE VA ION m <br />ly <br />1X2 FIRE -STOP <br />�y 11 <br />«( <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3l4" AS HOWN MI <br />SIMPSON A23 JU <br />EA. TRUSS q" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />L 2Y, LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />, ON EXTERIOR WALL <br />J SCALE: 3I4"=1'-0 <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED <br />ASHOWNIlj <br />DBL 2X8 LEDGER <br />JIIIIII, <br />TO CMU W/ 1/2" EXP.8"FROBOLT MI <br />8" CMU WALL AT 16" O.C. AN O M <br />REINF PER PLAN END W/ MIN 5-1/Z' EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />LL F (q„ <br />0NAILING PATTERN <br />Ix 12� <br />PER ELEVATION <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />a 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 314"=l'-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. 1 ST 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 />r@ 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 @ 3" O.C.; <br />MI <br />2X4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(T OP 2X4 SUPPORTS ST. <br />TRUSS (OIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS 1@ EA, END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />1'A" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO 30'4" (i) "X" BRACE <br />DSL 2X8 LEDGER <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />0 BT. OF FLOOR TRUSS <br />30'-1" TO 60'-0 (3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />"X" <br />8" CMU WALL <br />TO CMU W/ 12" EXP. BOLT MI <br />8d RING SHANK NAILS 6 4" O.C. MAX <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />(1) BRACE (@ CENTER <br />(2) "r BRACE DIVIDED EQUALLY 2x SUB -BAN <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />END W/ MIN 5-12" EMBED. <br />16d NAILS ® 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 EL EVATION <br />FLOOR DEC/4. <br />PER ELEVATION PER ELEVATION <br />LL <br />SHEATHING,If PLYWOOD SEE <br />0 <br />iV2-T <br />NAILING PATTERN <br />'ROOFIWALLIFLOOR <br />SHEATHING <br />� v�� <br />FASTENER SCHEDULE" <br />PER ELEVATION w <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />If <br />DETAIL FOR STRAPPING INFO. <br />P,T. CEILINGSES <br />ERED WOOD <br />(SEE <br />PRE ENGINEERED WOOD <br />CONNECTKN PER2x4 <br />tx2, 2z W000 FASCIANAILER <br />W/AN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN)MASONRY <br />SEE ARCHITECTURALTRUSS MFG. <br />NAILS <br />D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-i6 <br />2x SECURED W/ (3)16d ENGINEERED WOOD12' <br />GALV. COMMON NAILB. TRUSSES 24" OIC,EVERY <br />L IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LLED TOO LOW <br />SIMPSON HETA-16 <br />W/ TRUSS PLAN) <br />ZALOV COMMON NAILS FOR REVIEW AND APPROVAL CONT. 2x4 RAT RUN <br />32" O.C. MAX. <br />SECURED W1(2)12d's @ <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <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 />5 <br />6QALE:34"=,'-0' <br />TRUSSES <br />(j) <br />(�4'=VllFLOOR <br />W/HIP RETURNSCALE: 3/4"=V-17 <br />PRE-ENG GABLE TRUSS <br />20 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 SCHEO. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) t@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />FOR STRAPPING <br />EVATION <br />c <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />518" GYPSUM BOARD OR 1/2" HIGH <br />WI 1/2" DIA. ANCHOR BOLT W/ Z' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/06 SYP N0.2 <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 />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 />SIMPSON SPH4 OR SPH6 BTM ' <br />12" GYP. WL. BID.0• <br />AND TOP PLATE ANCHORS W/ <br />` <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's ® EACH <br />FILL ALL HOLES, DO NOT USE <br />IDdx3" <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED (@19-0"D.C. MAX. <br />EPDXY 5-1/2'EMBED. MIN. @ 16" <br />10a 10b 10c <br />OC MAX. <br />SCALE: 3/4"=l'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @CMU WALL <br />8 <br />SCALE: 3 4"=1'-0" <br />a• <br />TRUSS TO CONNECTION <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />• # <br />B - SIMPSON HTS-20 U � 1310 LBS Wl (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTIHDU4 U - 4565 LBS VGT TO TRUSS W/ (16) <br />1l4"xTSOS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 2 12" SIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO BLAB CONNECTION <br />SCALE: 3l4"=T-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,OW G5,660 W/ 518 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 1475 POST ON SLAB-U:4,565 W/ 51W A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (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.ebde9Igngroup,00m <br />L AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886.2628 <br />FAX: 8134386.2802 <br />aw•t � <br />rBtMDM & LAT <br />SILVERADO <br />LOT #4 <br />BLR #13 <br />PROJECT* <br />03719.000-04131 <br />MODEZ. <br />2795—B <br />QARAGZ awMG: <br />LEFT <br />PAOT. <br />DETAILS <br />150 MPH E . B <br />