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FLOOR DECK <br />_ <br />PT TERMINATION <br />STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" °x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR1X2 <br />BOTTOM OF FLOOR TRUSS, <br />10'-0" BUT REFER TO <br />ENGINEERING <br />2x4 STRONGBACK, <br />OELO_q� ACING <br />SCALE: 3/4"=1'-0" <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 21 STUDS-/� <br />USP LFTA6 W/ (16) Bd 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/ 10d x 1 <br />GIRDERTRUSS 1/2"HOG NAILS FL#17239 <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0 <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN::�j <br />PER ELEVATION <br />zNAILING <br />PER ELEVATION aPER <br />O 3FFO)BL <br />FIRE-STOPFRAMING <br />NI <br />98 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN NI <br />USP A3 EA. <br />TRUSS <br />/4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PLAN) <br />ER <br />LE <br />ON DETAIL <br />AT TRUSSES BEARING <br />r� 3 ON EXTERIOR WALL <br />SCALE:34"=1'(Y' <br />#8 WOOD SCREWS x 7' <br />LONG @ 3" O.C.; <br />STAGGERED <br />AS - <br />DBL 2X8 LEDGER IIILNIi <br />TO CMU W/ 1/2" EXP. BOLT <br />e" CMU WALL AT 16" O.C. AND 8" FROM N) <br />REINF PER PLAN END W/ MIN 5-1/2" EMBED. <br />FLOOR DECK <br />PER ELEVATIONall14. <br />O 3F <br />PATTERN <br />Qa2x6 <br />ELEVATION ltL2x4 <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 CTYPICALLY <br />1X2 FIRE-STOPTRUSS <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=V-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 />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG 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 />D O <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />"'. MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TOG W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4' O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND e" FROM <br />INTO BLOCKING <br />ATH2X6 IS FOR WALL <br />SHEATHING NAILER) <br />SH(BTEATHING <br />REINF PER PLAN <br />END W/ MIN 5-i/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRESTOP <br />PER ELEVATION <br />FLOOR DEC /4. <br />PER ELEVATION PER ELEVATION <br />O 3Z <br />NAILING PATTERN <br />U) <br />O= <br />O¢ <br />PER ELEVATION 1 a. §� <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />GINEERED WOOD <br />F <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN) <br />MASONRYNAILS <br />@17 O.C. <br />FLOOR TRUSSES (SEE <br />FOR SEE SCHEDULE FOR <br />@ EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED.HTA76 <br />BOND BEAM <br />U FY Wl <br />1X2FIRE-STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA76@3T O.X.9 <br />TRUSS(PLAN) <br />FL#17680 <br />AT TRUSSES PARALLEL <br />(VERIFYW/T USS <br />SECTION DETAIL <br />r-"'\TO <br />EXTERIOR WALL <br />PLAN)FL#17680 <br />AT PARALLEL / PERPENDICULAR <br />SCALE: 3/4"=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <br />O <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />-0" <br />AT FIRST TWO BAYS 4'O.C. (AT <br />® PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />e <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SM" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ T <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) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />i6d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' DCMAX. <br />B - (2)USP MTW-12 U <2390 <br />29 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (14) 1Gd 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/ SYPNo 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />-o• <br />PROVIDE BLOCKING <br />:o: <br />USP SPTH4 OR SPTH6 BTM <br />112" 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)10d's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @10'-0"O.C. MAX. <br />10dxW <br />EPDXY 5-i/2" EMBED. MIN. @ 16" <br />1 Oa 1 Ob OC <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS Qa CMU WALL <br />8 <br />SCALE: 3/4"=1'-0 <br />TRUSS TO POST CONNECTION <br />A - USP MTW-12 U < 1195 LBS W/ (14) 1 Od GALV. COMMON NAILS. FL#17244 <br />• d <br />B . USP HTW-20 U <2045 LBS W/ (20) tOd VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A 4U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 1Od <br />COMMON NAILS BACK, (1) 5/8"OA.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS <br />CONNECTION @ L.B.W. <br />SCREWS TO POST FL#17240/FL#172419 <br />POST TO CONNECTION <br />9a gb <br />SLAB <br />SCALE: 3/4"=V-0" <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 8" EXP. BOLT FL#17239 <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 <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB <br />& (20)16d x 2-1 /2" NAILS TO POST. FL#17324 <br />144i N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />F <br />Y <br />i7 <br />U <br />m <br />0 <br />�4 <br />U <br />rn <br />Q <br />R <br />C <br />SUHDIV. & LOT: <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT# <br />04128.001-01121 <br />MODEL" <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE SVfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />]DATE: T 08/15/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />