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FLOOR DECK <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 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />� FLOOR BRACING <br />SCALE: 3l4"=1'-(Y' <br />SIMPSON H6 W/ <br />(8)6d 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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />�\�YA <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS lrZ' HOG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE:3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOFNVA LL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. WI (2)12d TRUSSES Q 24" O/C, <br />TOE NAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />EL <br />SEE SCHEDULE (2) S 3/6' 1 16' X 1 3/4" OTC CUPS W/ <br />(2) <br />FOR BOND BEAM CONCRETE SCREWS INTO <br />REQ, CMU AT BLOCKING W/ 114" <br />8" CMU WALL. MAX: GAP FROM TOP OF <br />O <br />SEE PLAN FOR WALL TBOT. OFVERT. REINF. BLOCKING <br />WALL BRACING AT <br />3 NOW BEARING EXT. WALL <br />SCALE:3/4"=1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ tOtl 0 3' O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE XSRACING IS PRESENT AT <br />INTO LEDGER AND 10d 3" O.C. <br />q8 WOOD SCREWS <br />NOTE: <br />(M TOP OF FLR TRUSS <br />BRACE W/ (3)12d @2 EA. 4'-0" O-C. (AT SHEATHING SEAMS) — <br />STAGGERED UPPER PLY INTO 216 <br />x Z' LONG O.C.; <br />MI <br />2x4 BLOCKING EA. BRACE. <br />STRUCTURAL SHEATHING <br />TOP 2X4 SUPPORTS BT. <br />TRUSS DIAG. BRACE TO <br />BELOW <br />D3" <br />STAGGERED OFF <br />TOENAIL INTO TRUSS EA. ND <br />NAILS a EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; - <br />314" AS SHOWN <br />214 BRACE 0 46' O.C. W/ (5)12d <br />"., MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" 70 30'-0" (1) "X" BRACE <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />30'-1" TO 60'-0 (3) "X" BRACE <br />DBL 2X8 LEDGER <br />TO CMU W/ t EXP. BOLT NI <br />8d RING SHANK NAILS @,V O.C. MAX <br />B2 OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE CENTER <br />8" CMU WALL <br />AT 16' O.C. AND e" FROM <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK A7 ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/2' EMBED. <br />16d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />1X2 FIRESTOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC I II 1y�4.• <br />PER ELEVATION PER ELEVATION <br />;r <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING PATTERN <br />"ROOFNJALUFLOOR <br />Ix <br />SHEATHING <br />U <br />p, <br />FASTENER SCHEDULE" <br />,0 W <br />PER ELEVATION=L <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, ?x WOOD FASCIA <br />TRUSS MFG. <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />r o.a <br />17. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />--SIMPSON HETA-16 <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES . 24" O/C, <br />1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA I6@ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AND APPROVAL <br />12 O/C SECURED W7(2)12d's@ <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUS <br />SECTION DETAIL <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN} <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />5 <br />SCALE:34=r-0 <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />W/ HIP RETURN SCALE:34"=1'-0" <br />scALE:3/4"=1'-a• <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 216 PT. PLATE TO BILK_ <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/Z' DIA ANCHOR BOLT W/ Z' <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4z4/4x6 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 L13S 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 />FLM77239 <br />FOR SPACING. SINGLE <br />CONPLANS <br />POURED <br />BTM. PLATE TO BE PT, <br />LINTEOU <br />LINTEL CRSE <br />PROVIDE DBL. TOP PLATE <br />:Q. <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1!2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS WI <br />10d x 1 1/Z' COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />T, <br />1/2N9" WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS �`I'` <br />TRUSS TO BE INSTALLED�10'-0"O.C. MAX. <br />EPDXY 5-17 EMBED. MIN. @ 16' <br />EPDXY <br />1 V Q 1 V U 1 V V <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />V <br />SCALE: 3/4"=V-0' <br />n e7 <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />• 0 <br />6 - 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 />IMNYSDS, (1) 5/8"° AT.R. TO HDU4 AND (10) 1/4" X 21lZ SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 WI 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U.4,565 W/ 5/8" A.B. WITH MIN, 7 <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/7'NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA S: 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:81348662628 <br />FAX: 813$88-2802 <br />9SDIV. ac L�oT <br />L7 <br />SILVERADO <br />LOT #4 <br />BLK 15 <br />PROJECT# <br />0 7 .0 - 4 51 <br />MODEL.; <br />2795-CAMDEN <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH B <br />Dw 03/03/21 <br />SCALE: 1/4"=f—O" <br />SHEET <br />S3.1B <br />