Laserfiche WebLink
FLOOR DECK <br />2x8 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16"' 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 />SCALE: 3/4'.1'-0" <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTAB W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL#172" <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS W/ IOd x 1 <br />GIRDER TRUSS R TRUSS R 1/2"HDG NAILS FL#17239 <br />WALL ! FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4..e1,-0. <br />DBL PT 2x6 SLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2z6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PEKELEVATION L <br />O 3 <br />P q ELEVATION <br />1X2 FIRESTOP <br />1/4" <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2z8; XI <br />3/4" AS SHOWN <br />USP A3 EA. <br />TRUSS /41, <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3/4".1'-0" — <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL MU LEDGER <br />TO CMU W/ AN EXP. BOLT UU <br />8" CMU WALL AT 16" O.C. AND 8" FROM HI <br />END W/MIN 5 1/2" EMBED. <br />REINF PER PLAN <br />FLOOR DECK- <br />PER ELEVATION <br />O 3FCo <br />NAILING PATTERN <br />J <br />PERE EVATI m <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 SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4".1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />3" INTO LEDGER AND 10d @ 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)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />NAILS @ END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2z4 BRACE @ 48" O.C. / ( <br />(5) <br />P-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ E0. END <br />E ND <br />LINE <br />COOT. NAILS <br />DBL 2X8 LEDGER <br />TO CMU W11/2" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />L R TR16dUSS <br />@ BT. OF FLOOR TRUSS <br />0 <br />(BT. 2X61S FOR WALL <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1 X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4„ <br />PER ELEVATION PER ELEVATION <br />O ;, <br />NAILING PATTERN <br />Gw <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />2q^ M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />012 D.D. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 @ 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 HTA78@32"IOAX. <br />TRUFL#PL6) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN)FILM <br />ATppp PARALLEL / PERPENDICULAR <br />c <br />J <br />SCALE:3/4".1'-0" <br />E-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />SCALE: 3/4".1'-0" <br />PRE-ENG GABLE TRUSS <br />— <br />2x4 BLOCKING BETWEEN TRUSSES — <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHE SEAMS) (BLBL OCKINGG <br />TRUSS RYPJ <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <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/ 12) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />18d 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) 1 Od GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />2z4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SVP 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 />• O' <br />PROVIDE BLOCKING <br />USP SPTH4 OR SPTHS BTM <br />1/2" GYP. WL. BD. <br />'o <br />AND TOP PLATE ANCHORS WI <br />10d z 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2'k9" WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @10-0"O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />L,� <br />1 Oa 1 OU 1 OCi <br />OC MAX. <br />SCALE: 3/4".1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />C) <br />SCALE: 3/4".1'-0" <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)10d GALV. <br />COMMON NAILS TOP, (6)1 Od GALV. COMMON NAILS FACE, (12) 1 Od <br />COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD <br />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".V-0" <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ SS DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 GA 3,815 W/ &8 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO 81AS <br />8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdaslgngroup.com <br />L AA #: 0003325 <br />m <br />M <br />A <br />suaDIV & LUT: <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT* <br />04128.001-05121 <br />mo EL <br />4EBB <br />"1828-CALL" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />F-PPJNT <br />1 <br />DATE: 8/18/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1B <br />