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IF <br />FLOOR DECK <br />216 PT TERMINATIONIf <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ 0) 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".1'-0" <br />USP LFTAS W/ <br />(16) Sd COMMON NAILS 2x STUDS <br />USP LFTAB W/(16) Sd 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 />FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 <br />GIRDER TRUSS 1/2" HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4'Li'-0" <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1Od @ 3"O.C. 1ST PLY <br />INTO LEDGER AND 1 Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 24 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER E EVATION <br />3� <br />PERELE VATI m29 <br />1X2 FIRE-STOPING <br />OFSCHEDULE <br />Oil/ <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />USP A3 EA. <br />TRUSSZ/- ____j /q" <br />NAILING PATTERN <br />ENGINEERED WOOD <br />R TRUSSES .(SEE <br />PLAN) <br />TAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL_ <br />SCALE:34".1'-0 <br />#8 WOOD SCREWS x 7' <br />LONG @ 3" O.C.; <br />STAGGERED 1(I <br />AS SHOWN i(j <br />DBL 2X8 LEDGER jl'u' <br />TO CMU W/1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND 8" FROM 411 <br />END W/ MIN 5-1/7' EMBED. <br />REINF PER PLAN <br />FLOOR DECK <br />PER ELEVATION II I��•F <br />O NAILING PATTERN <br />3c=i <br />PER L V T <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4".1'A" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 SLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />INTO LEDGER. AND 1Od @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; NI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4 18d <br />O <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. W/ (5)12d <br />1'4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEOGER <br />TO CMU W/ 1/2" EXP. BOLT HI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ ST. O2X6F FLOOR TRUSS <br />FOR WALL <br />REINF PER PLANAT <br />8"CMU WALL4// <br />16" O.C, AND 8" FROM <br />INTOBLOCKING <br />SH(STEATHING <br />ATHIN <br />SHEATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />1Sd NAILS @ W O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATIONFLOOR <br />DEC /q�. <br />PER ELEVATION PER ELEVATION <br />NAILNG PATTERN <br />P R LEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRYNAILS <br />@12 O.C. <br />FLOOR TRUSSES (SEE <br />9 <br />SEESCHEDULE FOR SEE SCHEDULE FOR <br />USP HTAI6@EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />TRUSS (VERIFY W/ <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTAi6@37hOC. <br />SS PLAN) <br />TRUAX. <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN)FL#17680 <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE: 3/4".1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 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 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 />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />- <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />6/8" GYPSUM BOARD OR 1/THIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - USP MTW-12 U <1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />W/ (14) 1 Od GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED, AT 32" OC MAX. <br />8 - (2)USP MTW42 U <2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (14) 1Od GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />2x4 OR 216 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 />LINTELC RSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />•o• <br />'o' <br />USP SPTH4 OR SPTH6 BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2"COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />1/2"x9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @10'-0"O.C. MAX. <br />10d z3'• <br />EPDXY 5-1/2" EMBED. MIN. @ 19' <br />1 Oa 10b 10C <br />OC MAX. <br />SCALE: 3/4".1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O <br />SCALE: 3/4".1'-V' <br />Via° " <br />TRUSS TO POST CONNECTION <br />A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV, COMMON NAILS. FL#17244 <br />• # <br />B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U <3715 LBS MUGT TO TRUSS W/ (4) lOd 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) WS3 WOOD <br />_b TRUSS <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />9a <br />POST TO SLAB CONNECTION <br />SCALE: 3/4".1'-0" <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#, 7239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <UA,465 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB <br />& (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407.7744078 <br />www.abdealgngroup.com <br />L AA B. 0003325 <br />y <br />Y <br />U <br />b <br />C <br />]DATE: <br />08/20/18 <br />SCAIM: 1/4"=1'-0" <br />SIMET <br />S3.1B <br />