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FLOOR DECK <br />2x8 PT TERMINATION <br />2x4 STRONOSACK SECURED TO BLOCKING SECURED TO WAIL <br />EACH TRUSS W/ (3) 16d 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 />FLOOORR BRACING 2x4 RA CING BACK, <br />1 <br />SCALE: <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2x STUDS <br />USP LFTA6 W/ (16) S4 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 />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 12"HDG NAILS FL#17239 <br />GIRDER TRUSS WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />DSL PT 2(6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0; 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2(6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />R ELEV 10 <br />1X2 FIRE -STOP <br />_ •,,,, <br />NI <br />#8 WOOD SCREWS <br />x 2•' LONG a W O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; NI <br />3/4" AS SHOWN <br />USP A3 EA <br />TRUSS /q^ <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBl2X_ 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 7' <br />LONG ® 3" O.C.; <br />STAGGERED NI <br />AS SHOWN IN <br />OSL MU LEDGER InyNll <br />TO CMU C. AN EXP. BOLT <br />16' O.C. AND 6' FROM NI <br />8" CMU WALL AT <br />REINF PER PLAN END WI MIN 5-12" EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />�IAIIFr'" <br />0'ZQ" NAILING PATTERN <br />0 �Qjw <br />P R ELEV ION O m=—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 />,X2 FIRESTOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />A TO EXTERIOR WALL <br />4 SCALE 3/4"=,•-0'• <br />2x STUDS PER PLANS <br />2( STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d a 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 16d NAILS <br />INTO LEDGER AND tOd 0 3" O.C. <br />#8 WOOD SCREWS <br />x1p? <br />NOTE: <br />a TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2(6 <br />x 7' LONG ®3" O.C.; <br />2x4 BLOCKING 0 EA BRACE, <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHINGBELOW <br />TOP 2X4 SUPPORTS ST. <br />STAGGERED OFF <br />CENTERLINE OFF.; <br />NAILS Q EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2x4 BRACE C 4&' O.C. w/ (5)12d <br />1'4' MIN. FROM 2ND. FIR. <br />FLOOR DECK <br />NAILS EA. END <br />LINE <br />2x6 CONT. W/ (6) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILS a 4" O.C. MAX <br />0 BT. OF FLOOR TRUSS <br />8"CMU WALL <br />AT 16' O.C. AND 6' FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5_12' EMBED. <br />16d NAILS 0 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER E VATION <br />FLOOR DEC III �Iq„ <br />PER ELEVATION PER ELEVATION <br />. r <br />D <br />O O <br />NAILING PATTERN <br />K Qa <br />PER ATION i <br />PER ELEVATION PER VATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24 M <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 />17' o.c. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />LISP HTA16 EVERY <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />.4 <br />TRUSS (VERIFY W/ <br />1X2FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />USP HffA18 3T O.C. <br />TRUSS <br />AT TRUSSES PARALLEL <br />(VERIFY W/T US <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) FW7680 <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE:3/4••=V-0•' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />(6� <br />7 <br />O <br />SCALE: 314"=T-W <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-U' O.C. (AT <br />Q PRE£NG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />Q <br />PER ELEVATION <br />FOR STRAPPING <br />Q <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2.6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8'• GYPSUM BOARD OR ,2" HIGH <br />W/ 12" 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) 10d 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 37OC MAX. <br />8 - (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 6' 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 />• <br />PROVIDE BLOCKING <br />o• <br />USP SPTH4 OR SPTH6 BTM <br />12" GYP, WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1f2' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/ (2)10d's 13 EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3' <br />12'S(9" WEDGE ANCHOR WIZ' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED a 10'-0"O.C. MAX. <br />EPDXY 5-10 EMBED. MIN. 0 16• <br />1 Oa 10b IOC <br />OC MAX. <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`� <br />$ <br />"%"IE� <br />SCALE: 3/4"=1'40" <br />• <br />. <br />195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />a # <br />8 - USP HTW-20 U < 2045 LBS W/ (20) IDd 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 />TRUSS CONNECTION L.B.W. <br />SCREWS TO POST FL#172401FL#172419 <br />POST TO SLAB CONNECTION <br />9a gb <br />SCALE: 3/4"=Va' <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:2,265 G:13,815 W/ 518 DIA x 6' EXP. BOLT FL#17239 <br />C_USP HTT4 POST ON SLAB <U:4,465 W/ 56' AS. WITH MIN, T' EMBEDMENT TO SLAB <br />& (20) 16d x 2-1/7' NAILS TO POST. F1_#17324 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-407S <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Allm1, <br />auumv. as LOT: <br />SILVERADO <br />LOT #5 <br />BLK #7 <br />P1tOJECTI/ <br />04128.002-05071 <br />MODEL: <br />4ENB <br />"1751- NEUVILLE" <br />CARAaE awma: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />DA E:: 01/17/19 <br />ECALE: 1/4"=V-0" <br />arKEET <br />s3.1B <br />