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FLOOR DECK <br />cm <br />2x6 PT TERMINATION <br />2x4 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 OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />1 FLOOR BRACING <br />SCALE: 3/4"=1'-0' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) 8d 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 />: N <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 <br />GIRDER TRUSS 12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />D8L PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 8' 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 <br />PER ELEVATION <br />LL <br />O Z <br />LS/7 0= <br />pp U <br />PER ELEVATION -z <br />1X2 FIRE -STOP <br />1/4 <br />1/ <br />NI <br />#8 WOOD SCREWS 'M <br />xZ'LONG@3"O.C., �IIIIIII <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />SHOWN <br />SIMPSON A23 AL <br />Z/EA.TRUSS <br />NAIUNG PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />q ON EXTERIOR WALL <br />SCALE: <br />NOT USED <br />4 <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />C TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG O.C.; NI <br />2z4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />D O <br />STAGGERED OFF <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 C 48" O.C. w/ (5) 12d <br />1-4" 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 />TO CMU W/ 12" EXP, BOLT NI <br />Stl RING SHANK NAILS @ 4" O.C. MAX <br />, O <br />C B OF FLOOR TRUSS <br />8"CMU WALL <br />AT 16' U0C. AND 8" FROM <br />// <br />INTO BLOCKING <br />(BT. 2 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-12" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />iX2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />LL ; <br />Z <br />o= <br />NAIUNG PATTERN <br />Qa�w <br />PER ELEVATION m <br />PER ELEVATION PER ELEVATION <br />PRE-ENGINEERED WOOD <br />24" M <br />PRE-ENGINEERED WOOD <br />201 .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 <br />@,2 O <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />.C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16C <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:3/4"=1'-0' <br />C PRE-ENG FLOOR TRUSSES <br />NOT USED <br />V <br />O <br />SCALE: 3/4"=1'-0" <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-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) C 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE{NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUS8 TO TOP PLATE <br />518" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/2" <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)10d <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) l0d <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 />LINTELCOURSE <br />PROVIDE DBL, TOP PLATE <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />0' <br />AND TOP PLATE ANCHORS W/ <br />1. x 1 1/Z' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's C EACH <br />FILL ALL HOLES, DO NOT USE <br />10dz3" <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED CIO-0"O.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 16' <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @CMU WALL <br />$ <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0" <br />-a• < <br />A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />-• 8 <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 />1ANXSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/'Z' BIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U.1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIN 6" EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. <br />IRCNITICTR <br />6 <br />Groupin <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdeslgngroup.dom <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: 813-88&2628 <br />FAX: 8134386-2802 <br />IINI�I� <br />DATE 07/09/21 <br />SCALM 1/4"=1'—O" <br />SHEET <br />S3.1B <br />