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IF <br />FLOOR DECK <br />Co <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d 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 INEE RING BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />C FLOOR BRACING <br />SCALE: 3/4"=1'-0` <br />SIMPSON HB W/ <br />(8)Bd COMMON NAILS 2x STUDS- <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH - <br />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <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 />RUSS PARALLEL TO WALL <br />Di SCALE: 3/4"=l'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ IOd ® 3" O.C. 1ST PLY <br />INTO LEDGER AND 1 Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER EL EV TIO <br />O <br />it <br />PER ELEVATION <br />1X2 FIRE -STOP <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS/4" <br />NAILING 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 />ON EXTERIOR WALL <br />SCALE: 3/4"=l'-W <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED MI <br />AS SHOWN IB <br />DBL.2X8 LEDGER <br />TO CMU WI 12" EXP. BOLT jI111111 <br />8" CMU WALL AT i6" O.C.FROM NI <br />REINF PER PLAN END W/MIN 5-1/2"EMBED. <br />FLOOR DECK <br />R L TIONIT1 <br />i NAILING PATTERN <br />it ) <br />P LEVATIO <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 />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=P-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />BLOCKING BETWEEN TRUSSES <br />2X4TRUSSES <br />W/ 10d W O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />WHERE <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />@ TOP OF FLR TRUSS <br />BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />N <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG O.C.; NI <br />TOENAIL INTO TRUSS W/ 4) 1Sd <br />( <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />D O <br />CENTERLINE OFF 2x6; <br />NAILS (� EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE (� 48" O.C. wl (5)12d <br />1'-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO 30'-0" (1) "X" BRACE <br />DO LEDGER <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8)1 Sd NAILS <br />BT. OF FLOOR TRUSS <br />39-1" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />"X" <br />8"CMU WALL <br />TO CMU W/ il2" EXP. BOLT NI <br />CMU <br />Bd RING SHANK NAILS �OOBO MAX <br />BT. 2X61S FOR WALL <br />(1) BRACE DI CENTER <br />"X" <br />REINF PER PLAN <br />AT 18" O.C. AND 8" FROM <br />SHEATHING NAILER) <br />(2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />FROM TO <br />END W/ MIN 6-12" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />CENTER END. UPRIGHTS OVER 4A W HIGH <br />P RELEVATION <br />FLOOR DEC �/4" <br />PER ELEVATION PER ELEVATION <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />0 <br />PLYWOOD SHEATHING, SEE <br />s� <br />oo SS = <br />NAILING PATTERN <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />�elfp(iw <br />P R ELEVATION m� <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2z4 P.T. CEILING <br />24" M PRE{NGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE{NGINEERED WOOD <br />lx2, 2x WOOD FASCIA CONNECTION PER <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN ) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />@ 12" O.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 Q <br />2z SECURED W/ (3)16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES ®24" 0. <br />REPAIR DETAIL I F <br />BOND BEAM REQ. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32" O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12' O/C AND APPROVAL SECURED W/ (2) 12d's Q <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />Pam) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />SCALE: 3/4"=V-0" <br />c PRE-ENG FLOOR TRUSSES <br />7 W/HIP RETURN 5°ALE:3l4"1`0" <br />V SCALE: 314"=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 />a PRE{NG'D <br />WOOD <br />SEE SCHED, BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) ® 24" O.C. <br />&IN <br />NOT SHOWN FOR CLARITY) <br />MAX <br />R ELE ION ill', <br />I I <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />WI TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT WI 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 LBS W/ (14) tOd <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />z6 WOOD BEARING <br />CONNECTION <br />WALL WI SYP No2 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 />PROVIDE BLOCKING <br />o, <br />SIMPSON SPH4 OR SPH6 BTM <br />112" GYP. WL. BO. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />12'k!7' WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 70'-0" O.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />1 O8 10b 1 oc <br />OC MAX. <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />%� <br />GABLE TRUSS @ CMU WALL <br />°' <br />TRu38TOPOs7coNNECnoN <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />.. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS Wf (16) <br />1/4"x3"SDS, (1) 51&" A.T.R. TO HOU4 AND (10) 1/4" X 2 12" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />�� �,� <br />9b <br />POST TOKMOONNECTION <br />JG <br />SCALE: 314"=l'-0" <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 DIA. x 6" EXP. BOLT <br />C -SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5M" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26) 16d x 2.12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-774-4078 <br />wwwAbdasigngroup.com <br />L AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN.GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134388.2828 <br />likk FAX: 81"88-2802 <br />BVHDIV. do LOT.il <br />SILVERADO <br />LOT #15 <br />BLK #13 <br />PROJECT# <br />03719,000-15131 <br />IDI� 95-D <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dw 10/30/20 <br />BCALE: 1/4"=1'-0" <br />aHEET <br />S3.1B <br />