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FLOOR DECK <br />2.6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) i6d COMMON W/ (6) 3116" ° 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 LFTAB W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTA6 W/ (16) 8d EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />= <br />USP SPTH4/SPTH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W! 10tl x 1 <br />GIRDER TRUSS 1/7'HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />%,� TRUSS PARALLEL TO WALL <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ LOd 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />6' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />lyu <br />(0 z <br />S ®SUU <br />PER ELEVA ION m <br />1X2 FIRE-STOP <br />---�'- <br />ML <br />#18 WOOD SCREWS _ <br />x 2" LONG (tj 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />SHOWN NT <br />USP A3 EA. Ai <br />TRUSS /4^ <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR <br />FLOOR TRUSSES (SEE <br />PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />#8 WOOD SCREWS x 7' <br />LONG a 3" O.C.; <br />STAGGERED MI <br />AS SHOWN �k <br />DBL 2X8 LEDGER Jliu, <br />TO CMU W/ 1/2" EXP. BOLT <br />6 CMU WALL AT 16' O.C. AND 6' FROM MT <br />REINF PER PLAN END W/ MIN 5-1/7' EMBED. <br />FLOOR DECK <br />PER ELEVATION 4� <br />�00 z,r� PATTERN <br />0 <br />PER ELEVATION=z <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />17' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 216 BLWNG BETWEEN <br />TRUSSES WI 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8)16d NAILS <br />INTO LEDGER AND 10d 0 3" O.C. <br />08 WOOD SCREWS <br />(TTOP FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG C 3" O.C.; MT <br />TOENAIL BLOCKING <br />TRUSS EA BR CE. <br />() <br />6TRRUCTURAL SHEATHING <br />TOP 2X4 SUPPORTS BT. <br />4 <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS 0 EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2x4 BRACE a 4&' O.C. w/ (5)12d <br />1'4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />It <br />NAILS EA END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ LEDGER <br />BOLT MT <br />Bd RING SHANK NAILS 4" O.C. MAX <br />0 BT. OF FLOOR TRUSS <br />6' CMU WALL <br />AT 16' O.C. AND 8" FROM <br />INTO BLOCKING <br />(ST. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-10 EMBED. <br />1611 NAILS 0 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4�� <br />PER ELEVATION PER ELEVATION <br />Orp <br />0 <br />O= <br />NAILING PATTERN <br />Qa <br />PER ELEVATION K IF <br />OL PER ELEVATION PER ELEVA ON <br />PRE-ENGINEERED WOOD <br />24" <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS 17 G.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 0 EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />TRUSS (VERIFY W/ <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA160370.C. <br />TRUSS PLAN) <br />FL#17680 <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRU S <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN7 # )FL1880 <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE: 3/4"=1'-0" <br />C PRE-ENG FLOOR TRUSSES <br />NOT USED <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{'D NGWOOD <br />'D <br />SEE SCHED. BELOW <br />N4 <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS <br />24" O.C. <br />AjLkl <br />NOT SHOWN FOR CLARITY) <br />MAX <br />I <br />L�EVATION <br />I <br />I <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLKW/ <br />TRUSS PLAN <br />TRU88 TO TOP PLATE <br />SUM BOARD OR 1/7'HIGH <br />1/2"DIA. ANCHOR BOLT W/ 7' <br />A - USP MTW-12 U < 1195 LBSTH <br />rPRE-ENG <br />CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />W/ (14)10d GALV. COMMON <br />TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6'MIN. <br />NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT 3TOC MAX. <br />B - (2)USP MTW-12 U <2390TOP <br />PLATE <br />SCHEDULESECURE <br />GABLE TO2x8 P.T. <br />LBS W/ (14) 10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's WO.C. MAX <br />COMMON NAILS EA. <br />x6 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 />•O• <br />PROVIDE BLOCKING <br />• <br />USP SPTH4 OR SPTH6 BTM <br />1/Y' GYP. WL. BD. <br />0 • <br />AND TOPPLATE ANCHORS W/ <br />10d X 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB WI <br />CONT. 2x4 SECURED W/ (2)10d's ®EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />IIZW' WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 VYa'O.C. MAX. <br />EPDXY 5-10EMBED. MIN. 016' <br />11Oa 10b IOC <br />OC MAX. <br />SCALE: 3W=T-9' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @CMU WALL <br />°" <br />8 <br />T roPW QO,,,gZnD,, <br />SCALE: 34"=1'-0 <br />• <br />° <br />A-USP MTW-12 U: 1195 LBS Wl114)10d GALV. COMMON NAILS. FL#t7244 <br />• 8 <br />B - USP HTW-20 U < 2046 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) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8'- A.T.R. TO PHD4A AND (10) WS3 WOOD <br />CONNECTION L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />S(�,��)TRUSS <br />POET To BLAB CONNECTION <br />SCALE: 3f V=V-0" <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,285 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W15/8" AB. WITH MIN. T' EMBEDMENT TO SLAB <br />& (20) 16d x 2-112" NAILS TO POST. FL#17324 <br />144i N. RONALD REAGAN Bt <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigegrouP-gym <br />L AA #: 0003326 <br />�NIIIII <br />subDiv. & LOT: <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />PROJECT# <br />04128.002-13111 <br />MODEL: <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE aVFWQ: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE. . 11/15/18 <br />aCALE: 1/4"= V-0" <br />aFIEET <br />S3.1B <br />