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FLOOR DECK <br />2x8 PT TERMINATION <br />2x46TRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) l6d COMMON W/ (6) 3116" ° x4 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 />SCALE: 3!4"=1'-0" <br />USP LFTAB Wf <br />(16) 8d COMMON NAILS 21 STUDS <br />USP LFTAB WC(16) Btl EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS WI 10d z 1 <br />OR 1/2" HDG NAILS FL#17239 <br />GIRDERFLOOR TRUSS <br />GIRDER TRU53 <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-V' <br />DBL PT 2x8 SLK'NG BETWEEN <br />TRUSSES W/ 10d (a rO.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />13ELOVJ <br />8" CMU WALL <br />REINF PER PLAN <br />P A <br />P V T <br />IX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG Q 3" O. C.; <br />STAGGERED OFF <br />CENTERLINE OFF ZxB; NI <br />3/4" AS SHOWN <br />USP A3 EA/// <br />TRUSS/q" <br />NALMO PATTERN <br />PRE-ENGINEEREDWOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE:34=1'-0 <br />#8 WOOD SCREWS x 2" <br />LONG Q 3" O.C.; <br />STAGGERED NI <br />AS SHOWN <br />TO CMU LEDGER <br />TO CMU W/ 12" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND W PRO4 MI <br />REINF PER PLAN END W/MIN 5AZ EMBED. <br />FLOOR DECK <br />P V TON /4„ <br />�, �Q�� NAS.WIi PATTPAN <br />P I K m`� <br />24"M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />a 12" O.C. <br />iX2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />it <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x8 BLKT4G BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8)16d NAILS <br />INTO LEDGER AND 10d Q 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />70P OF FLR TRUSS <br />STAGGERED UPPER PLY INT02x8 <br />x 2" LONG 3" O.C.; <br />2z4 BLOCKING EA BRACE. <br />TOENAIL INTO TRUSS W/(4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />E <br />STAGGERED OFF <br />NAILS � EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2z6; <br />314" AS SHOWN <br />2x4 BRACE a 4S' O.C. W (5)12d <br />1'-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS Q EA END <br />LINE <br />2x8 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8d RING SHANK NAILMTO"BLOCKING <br />® ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />ST. 2XB IS FOR WALL <br />SHEATHING NAILER <br />REINF PER PLAN <br />END W/ MIN 5.12" EMBED.v <br />1Bd NAILS 8" O.C. MAX <br />I <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC 14" <br />PER ELEVATION PER ELEVATION <br />LL Y <br />NALING PATTERN <br />PELEVATION^? <br />P VELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />a,2"G.G <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 C EVERY <br />REPAIR DETAIL IF <br />FRAMINGPLAN) <br />BOND BEAM REQ. BOND BEAM REQ <br />TRUSS(VERIFYWq <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA16 Q 32" OCCC <br />SS PLAN) <br />TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />1. <br />TO EXTERIOR WALL <br />PLAN) FL917680 <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scALE:34"=1-a' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP S TO PL <br />PRE�ENG <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />0 PRE-ENG'D <br />WOOD <br />SEE SCHEDSBELOW <br />ROOF TRUSSSHEATHING <br />SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />lj <br />FOR STRAPPING <br />PER EL VATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BI.K <br />W/ TRUSS PLAN <br />TRI" TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR 80LTVVl 2" <br />• <br />A -USP MTW-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4z4/4x8 SYP NO. 2 <br />WASHER SET IN HIGH <br />W/ (14) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/(2) <br />WOOD POST TO <br />STRENGTH EPDXY B' MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX <br />B - (2)USP MTW-12 U < 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (14)10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA <br />2x4 OR 2x6 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 />0' <br />USP SPTH4 OR SPTH8 BTM <br />12" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) lOds C EACH <br />FILL ALL HOLES, DO NOT USE <br />10d <br />12"x8" WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0"O.C. MAX <br />x3' <br />EPDXY 5-1/2" EMBED. MIN. ® 16' <br />1 Oa 10b 1 OC <br />OC MAX <br />3C/,LE. yq=1_p <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />$ <br />•„UMTOPWICON,I5071ID„ <br />, <br />A - W/ USP MTW-12 U < 1195 LBS (14)10d GALV. COMMON NAILS. FL#17244 <br />e E <br />B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3716 LBS MUGT TO TRUSS W/ (4)10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) VM WOOD <br />TRUSS CONNECTION L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a gb <br />POBTTD SLAB CONNE107 N <br />SCALE: 3/4"=1'-0" <br />A&B - USP PAU44 POST BASE <U:2,285 G:e,T75 W/ 5/e DIA x B' EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,206 GA3,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />C_USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WTH MIN. 7' EMBEDMENT TO SLAB <br />8 (20) 16d x 2-12" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdes4pigroup.com <br />L AA #: 0003325 , <br />II�IIIIII, <br />Lannn <br />aumiv. e# LOT: <br />SILVERADO <br />LOT #10 <br />BLK. #11 <br />PRO"WT/ <br />04128,002-10111 <br />UODSIe <br />4ENEI <br />"1751—NEUVILLE" <br />OARA03 INIVI MIl <br />RIGHT <br />PAOro <br />DETAILS <br />150 MPH EXP. B <br />DA-M 10/23/18 <br />ecAUM 1/4"=1'-0" <br />slim= <br />S3.1B <br />