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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)1 Sd COMMON W/ (6) 3/16" ° 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"=V-0" <br />SIMPSON H6 WI <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />I <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 <br />GIRDER TRUSS 12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3l4"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ iOd @ 3" O.C. 1ST PLY <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WN ALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL' <br />O <br />O <br />UU <br />PER L VATION <br />1X2 FIRE -STOP <br />-� 4" <br />NI <br />#8 WOOD SCREWS 1� <br />x 2" LONG @ 3" O.C.; INµI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3l4" AS 9HOWN <br />SIMPSON A23 AL <br />EA. TRUSS <br />NALNG PATTERN <br />PRE-ENGINEERED WOOD <br />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"=V-0" <br />NOT USED <br />O <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DSL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1 ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)1&d NAILS <br />INTO LEDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING 0 EA. BRACE. <br />NOTE: <br />a TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />x 2" LONG ® 3" O.C.; <br />STAGGERED OFF NI <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />CENTERLINE OFF 2x6; <br />NAILS N EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />2x4 BRACE 0 48" O.C. wl (5) 12d <br />V-4" MIN, FROM 2ND. FLR. <br />FLOOR DECK <br />DBL 2X8 LEDGER <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. WI (8) 16d NAILS <br />TO CMU W/ 1/2' EXP. BOLT NI <br />8d RING SHANK NAILS Q 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8"CMU WALL <br />REINF PER PLAN <br />AT i6" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />ENDWI MIN 5-12" EMBED. <br />i8tl NAILS (d 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC III ��4, <br />PER ELEVATION PER ELEVATION <br />1�7— <br />O 3Z <br />rn <br />NAILING PATTERN <br />�DO <br />O <br />PERELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24 M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED(SEE WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FOOR <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMINTRUSSES G PLAN) <br />®+� D.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 Q <br />REPAIR DETAIL IF <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5�O <br />3CALE:3a°=+-0' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 SCALE: 3/4`=1'-0" <br />O <br />PRE-ENG GABLE TRUSS <br />_ <br />2x4 BLOCKING BETWEEN TRUSSES <br />• E <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />0 <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ 2" <br />A-SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U <990 LBS W/ (14)10d <br />TRUSS TO TOP PLATE w/ (2) <br />r2x4 <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 L8S WI (14) tOd <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 WOOD BEARING <br />WALL W/ SYP No2 STUDS SEE <br />CONNECTION <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 />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. SO.�• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONTFILL <br />EACH <br />2x4 BECUREDLED <br />ALL HOLES, DO NOT USE <br />IOdx3" <br />12"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. <br />TRUSS I9-W O.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 1S- <br />10a 10b 1 0c <br />OC MAX. <br />SCALE: 4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TOPOST CONNECTION <br />SCALE: 3/4"=l'4' <br />- <br />a° _ <br />A-SIMPSON MTS-12 U < NO LBS W/ (14)1od GALV. NAILS. <br />• <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'x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12• SDS TO POST <br />�b�TRUSS CONNECTION @ L.B.W. <br />POST TO"CONNEcnON <br />7Q `7 U <br />SCALE: 3/4"=V-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,SSO W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,3W G:10,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <UA,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. <br />6 <br />GWDmol n <br />um <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesl@Woup.eom <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: 813888-2628 10 <br />FAX: 8134i86.2802 <br />