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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO JBLOCKING 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 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"=T-0" <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2"HDGNAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />WEEN <br />DRUSSESS WBL PT 2x6 B/ i CICNG BE D.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 <br />PER E NATION <br />LL <br />O z <br />3UV <br />PER ELEVATION m <br />iX2 FIRE -STOP <br />, „" <br />�i- <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG Q 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS /4" <br />NALIq PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />BL 2XLEDGER FRAMING PLAN) <br />_ <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />#8 WOOD SCREWS x 2" <br />LONG T'O.C.; <br />STAGGERED 4N <br />AS SHOWN Nj <br />DBL 2X8 LEDGER 11y1M11 <br />TO CMU W/+2' EXP. BOLT <br />8"CMU WALL AT 16" O.C. AND 8" FROM MI <br />REINF PER PLAN END W/ MIN 5-1/2"EMBED. <br />FLOOR DECK <br />PER ELEVATION 64I'I a'4 <br />LL ; <br />O i NASJNG PATTERN <br />3UU <br />¢ �w <br />PER LEVATION JhN <br />- PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE <br />NAILER WI FRAMING PLAN ) <br />MASONRY NAILS <br />@ 12 " O.C. <br />IX2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=+'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 24 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d ® 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />® TOP OF FLR TRUSS <br />" O.C. (AT SHEATHING SEAMS) <br />BRACE W/ (3)12d @ EA.AERIG <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />2x4 BLOCKING 0 EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS Qa EA, END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <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 />0'-0" TO 30'-0' (+) "X" BRACE <br />DBL 2X8 LEDGER <br />NAILS @ EA. ENO <br />LINE <br />2x6 CONT. W/ (8) +6d NAILS <br />@ BT. OF FLOOR TRUSS <br />30'-1" TO W-0 (3) "X" BRACE <br />PRES <br />"X" <br />8" CMU WALL <br />TO CMU W/ 1/2" EXP. BOLT MI <br />Sd RING SHANK NAILS @ 4" O.C. MAX <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />(1) BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY2x SUBAAND <br />STI <br />REINF PER PLAN <br />AT +6" O.C. AND 8" FROM <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />END W/ MIN 5-1Y2"EMBED. <br />16tl NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />(AS <br />UP0" HIGHPER <br />ELEVATION <br />FLOOR DEC . <br />PERELEVATION PER ELEVATION <br />3F <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAIL <br />NAILING PATTERN <br />"ROOF/WALL/FLOOR <br />N <br />SHEATHING <br />3OU <br />,W <br />FASTENER SCHEDULE" <br />PER ELEVATION - <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />PRE-ENGINEERED WOOD <br />24 <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />1x2, 2x WOOD FASCIA TRUSS MFG. <br />NAILER WI <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />12"C <br />FLOOR TRUSSES (SEE <br />SEE. SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES Q 24" O/C, <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AND APPROVAL <br />12"O/C SECURED W/(2)12d's@ <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />MASONRY BOND BEAM EACH TRUSS <br />r;"�TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE GABLE END PRE-ENGD TRUSS <br />5 <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />SCALE:34'=1'-0" <br />W/ HIP RETURN <br />scALE:3/a"=r-a' <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 />Q PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />RE 10 Ak <br />)l ION I i <br />I <br />FOR STRAPPING <br />IF <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 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 />_ <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 1Od <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN, <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <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 />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH40R SPH6 BTM <br />12" GYP. WL. BD. <br />"O " <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2X4 SECURED W/(2)10Cs�EACH <br />FILL ALL HOLES, 00 NOT USE <br />1/7k9" 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 />,0dz3" <br />EPDXY 5-1/2'EMBED. MIN. 016" <br />10a 10b 10i". <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL71RUSSTO <br />8 <br />'-0' : <br />SCALE3 4"=1 <br />" " <br />PM „,O, <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14)1Od GALV. NAILS. <br />-• f <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) iOd GALV. NAILS. <br />C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5M- A.T.R. TO HDU4 AND (10) 114" X 21/7' SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />�_ �, <br />9b <br />POST TOSLA13CON CONNECTION <br />as <br />SCALE: 3/4"=l'-0° <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. i' <br />EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. <br />A R C N I T E C T 8 <br />6 <br />Groin <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdealgtlgroup.eom <br />AA #: 0003325 <br />DRAFTING By- <br />FOG <br />B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2628 <br />FAX: 8134386-2.2 <br />sUBDIV. de LOT. <br />SILVERADO <br />LOT #13 <br />BLK #10 <br />PROJECT# <br />03719.000-13101 <br />MODEIa <br />2795—D <br />OARAGE STUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 RV H EXP. B <br />AUG <br />I'RT 8/03/20 <br />Owls• <br />SCALE: 1/4"=1•-0" <br />sIIEET <br />s3.1B <br />