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2x4 STRONGBACK SECURED TO - <br />EACH TRUSS W/ (3) 16d COMMON <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 />FLOOR DECK <br />2x6 PT TERMINATION <br />BLOCKING SECURED TO WALL <br />W/ (6) 3/16" ° x 4 TAPCONS <br />2x4 STRONGBACK, <br />�1 FLOOR BRACING <br />SCALE: 3/4"=1'-a' <br />DBL PT 216 SLK'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 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O <br />0 <br />w <br />PER ELEVATION n <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />NI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2' EXP. BOLT <br />NI <br />AT 16'0.C. AND 6'FROM <br />END W/ MIN 5-12" EMBED. <br />uI <br />FLOG —F- /4" <br />MAILING�PATTERN <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />UJA REPAIR DETAIL IF <br />ME LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-a' <br />PRE-ENG GABLE TRUSS- <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2.6 PT. PLATE TO ELK- <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 37' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON H6 W/ <br />S—COMM^ u^.,s <br />EACH END <br />FLOOR TRUSS OR J PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 12" HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 314"=1'-0" <br />2x STUDS PER PLANS <br />FLOOR DECK <br />2x4 BLOCKING C EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />NAILS C EA. END <br />2x4 BRACE 048"O.C. w/(5)12d <br />NAILS C EA. END <br />8d RING SHANK NAILS C 4" O.C. MAX <br />INTO BLOCKING <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 C <br />32' O.C. MAX. <br />(VERIFY W/ TRUSS <br />PLAN) <br />D#lt:g <br />DBL PT 2X6 BLK'NG BETWEEN <br />TRUSSES W/ 10d C 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d C 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />1/4" <br />NI <br />#8 WOOD SCREWS �M - <br />x2'LONGC3'O.C.; jllllll► <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />I I NAILING PATTERNI Gb <br />`PRE-ENGINEERED WOOD <br />1X2 FIRE-STOPA FLOOR TRUSSES (SEE <br />DBL 2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=T-01' <br />STRUCTURAL SHEATHING <br />MUST NOT BREAK WITHIN <br />1'-0" MIN. FROM 2ND. FLR. <br />LINE <br />16d NAILS C 8" O.C. MAX <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />BOND BEAM RED. BOND BEAM RED. <br />SECTION DETAIL <br />AT PARALLEL / PERPENDICULAR <br />PRE-ENG FLOOR TRUSSES <br />v SCALE: 3/4"=1' 0" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) 0 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 1Od's C EACH <br />TRUSS TO BE INSTALLED C 1a-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=t'-0" <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A - SIMPSON MTS 12 <br />U <990 LBS W/ (14) 1Od <br />GALV. NAILS. <br />B-(2)SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />16d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />lod x 3" <br />2x STUDS PER PLANS <br />2x4 CONT. W/ (4) 16d NAILS <br />C TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS BT. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />2x6 CONT. W/ (8) 16d NAILS <br />C ST. OF FLOOR TRUSS <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 C <br />EVERY TRUSS (VERIFY <br />W/ TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1l2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2.4 OR 2.6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />SECURE ST. PLATE TO SLAB Wl <br />1/2'x9' WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. C 16" <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b SCALE: 3/4"=1'-0" <br />ROOFTRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB, SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• O• <br />:0.: <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10c SCALE 3/4"=T-0" <br />TRUSS TO POST CONNECTION <br />A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST <br />POST TO BLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U.1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SI MPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HT75 POST ON SLAB <U.4,565 W/ 5/8" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST, <br />A I C B I T I C T I <br />Group2. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abd�igngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: S13668.2628 <br />FAX: 813686.2802 <br />SUHDIV. ae LOT <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.000-15102 <br />MODE1. <br />368- <br />GARAGE ®TYING: <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />JUL 2 <br />PRINT 7/09/21 <br />DATE: <br />SCALE: <br />SHEET <br />S3.1B <br />