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IF <br />FLOOR DECK <br />2x6 PT TERMINATION <br />20 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 />OfFLL0202R BRACING <br />SCALE: 314"=1'-0" <br />81L1PSON <br />COMMON NAILS 2x STUDS <br />EACH <br />SIMPSON H6 WI (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 />{ i <br />If <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS GIRDER TRUSS +l2"HDGNAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />ORUSSES W/ 10d 0 3" O.CEE ST PLY <br />INTO LEDGER AND 1 Od 0 3- O.C. <br />STAGGERED UPPER PLY INTO 2z6 <br />BELOW <br />8" CMU WALL <br />REIN PER PLAN <br />PER E IE I N <br />LL <br />PEREL VATION � <br />iX2 FIRE -STOP <br />„" <br />-7.l`7/�a�._ <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG 0 3" O.C.; STAGGEREDOFF <br />CENTERLINE OFF 2z8; <br />3l4' AS SHOWN NI <br />SIMPSON A23. <br />EA. TRUSS )q' <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />BL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />#8 WOOD SCREWS x 2" <br />LONG 3" O.C.; <br />RED MI <br />STAGGERED <br />AS SHOWN JIIIIINNII <br />OSL 2X8 LEDGER <br />TO CMU WI i/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND 8" FROM MI <br />REINF PER PLAN END W/MIN 5.1/2" EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />rn NABNARM PATTERN <br />P R ELEVATION <br />24" M PRE-ENGINEERED WOOD <br />2.4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />0 12' O.C. <br />+»FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=1'4" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2z8 BLK'NG BETWEEN <br />2z4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)1Sd NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 1 Od 0 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING 0 EA. BRACE. <br />NOTE: <br />0 TOP OF FLR TRUSS <br />BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG 0 3" O.C.; <br />AI <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE 0 48" O.C. wl (5) 12d <br />1'-4" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO 30'-0' (i) "X'BRACE <br />GE <br />DBL 2X8 LEDGER <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />0 BT. OF FLOOR TRUSS <br />30'-1"TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS <br />TO CMU W/ EXP. BOLT MI <br />8d RING SHANK NAILS 0 4" O.C. MAX <br />(BT. 2X61S FOR WALL <br />(1) W BRACE 0 CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />(2)'X"BRACE ONIDED EQUALLY 2z SUB -BAND <br />FROM CENTER TO END. STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS 0 8" O.C. MAX <br />UPRIGHTS OVER 4'-10" HIGH <br />iX2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC /4, <br />PER ELEVATION PER ELEVATION <br />U. <br />PLYWOOD SEE <br />NAILING PATTERN <br />L/FLOOING, <br />'ROOFNJALUFLOOR <br />�rc <br />Oa: <br />SHEATHING <br />FASTENER SCHEDULE" <br />�tg; <br />PER ELEVATION m� <br />PER ELEVATION PER ELEVA ION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />2q" M PRE-ENGINEERED WOOD <br />FLOOR TRUSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />,x2, 2z WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSES (SEE <br />FRAMING PLAN) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />0,2"o.c. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSONHETA-180 <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />GALV.COMMONNAILS. TRUSSES024"O/C, <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. 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 />SIMPSON60 <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN <br />32" O.C. MAX. <br />"O.C. <br />12"OlC AND APPROVAL SECURED W/ (2) 12d's 0 <br />AT TRUSSES PARALLEL <br />(VERIFY W/ TRUSS <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:aI<=+-0" <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />W/ HIP RETURN SCALE:3/4"-1-0 <br />SCALE: 3/4"=V-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) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER EL V T <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5I8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />....'�j <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4z414x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U c 990 LBS WI (14)1 Od <br />SECURE TRUSS TO TOP PLATE wl (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 2z8 P.T. <br />U < 1420 LBS 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 />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 />• o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />112" GYP. WL. BD. <br />o• <br />AND TOP PLATE ANCHORS W/ <br />I Od x 1 1/2" COMMON NAILS <br />SECUECUBT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />,oax3" <br />" WEDGE ANCHOR W! 2"RE <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 01o'-0"o.C.MAX. <br />EPDXY 5-i/2" EMBED. MIN. 018" <br />1 Oa 10b 1 Ci.' <br />OC MAX. <br />SCALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°` <br />•a• <br />T,I,UTOPOSTCONNECTM <br />l7 <br />SCALE: 314"=1'-0" <br />A - SIMPSON MTS-12 U c NO LBS W/ (14)1 Od GALV. NAILS. <br />• S <br />B - SIMPSON HTS-20 U 1310 LBS W! (20) l0d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTIHOU4 U < 4665 LBS VGT TO TRUSS W/ (16) <br />i/4'x3"SDS, (1) 5/8"- A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" BOB TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POSTTO SLAB CONNECTION <br />SCALE: 3/4"=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/ 5I8"A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />A I C N I T I C T II <br />GrOU ,n a. <br />641 N. RONALD REAGANBLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoWgngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER EILVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134IM2628 <br />FAX: 8134186.2802 <br />I�IIIIAINII <br />91NI111113 <br />eTIHDIV. 69 LOT: <br />SILVERADO <br />LOT #12 <br />BLK #13 <br />PNDJZCT#6 <br />03719.000-12131 <br />> ODEla <br />2795-F <br />6ANA0S 8WMCt- <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH AXP. B <br />