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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 2 NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d.1 1' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />X) 10d x 31' NAILS TO GIRDER AND <br />SIMPSON HETA16 TRUSS ANCHORS <br />WITH(12)16dx3 i NAILSTOGIRDER <br />1x2, Zx WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3) 15d <br />GALV COMMON NAILS. <br />1t2 SECURED W/10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRYBONDBEAM —/ <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFM/ALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: APT SYP A22'x 4, <br />6", 8" x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />Or TO FACIUTATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATETRUSS <br />ANCHOR REQUIREMENTS. <br />TRUSSES ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />ANDAPPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1437 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ BCALE 34"=,-0' <br />GIRDER CONNECTOR(S) <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />55" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST TO TOP PLATE <br />W / (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />�2AORN6WOO EARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BK BTM. PLATE TO BE PT. <br />EBiB 7N10O180 PROVIDE DBL. TOP PLATE <br />45M 3/4" WOOD PANELS PROVIDE BLOCKING <br />6000 (2) 412" WOOD PANELS 11 "GYP. WL. BD. <br />60 (2) 12" WOOD PANELS <br />90 2x LUMBER SEE SHEET A R <br />NAIL SIZE AND D PATTERN <br />I -JOIST CONNECTION @ L.B.W. <br />4 SCALE:34"=1'-0 (NO UPLIFT) <br />OUTER 15 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH IWD <br />—HOLE EDGE>54T <br />-HOLE DIAMETER <br />25'D SOL. STUD <br />HOLE EDGE >55" <br />HOLE DIAMETER <br /><35'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS _ <br />$ SCALE : i 12'=1'-0 <br />ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFM/ALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />ANDAPPROVAL <br />FASTENER SCHEDULE' <br />(1) SIMPSON HETA16 <br />TRUSSANCHORWITH <br />NOTE: APT SYP d22'x 4", <br />(9) 1 Od x 1 1" NAILS TO <br />6'. B" x 4'-0" MAY BE ADDED <br />GIRDER. PROVIDE 5' <br />W/ 10d NAILS, 2 ROWS, 3- <br />MINIMUM CONCRETE <br />O/C TO FACIUTATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />1—A-0) SIMPSON LGT3­50S25 GIRDER TIEDOWN <br />WITH (4) a' x 5" TITEN HD TO CMU AND (12) SDS <br />e x 21, TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)1'x5"TITENHDTOCMUAND(18)SDS �x <br />1 x2, 21K WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOW14S WRH <br />2. SECURED W/(3)16d <br />(2) �' x 5'TITEN HD TO CMU AND (1B) SDS i x 3' <br />GALV. COMMON NAILS. <br />1,QSECUREDW/10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM <br />SLE ENSURE THAT CELLS ARE GROUTED <br />SSCHEDULE <br />12' O/C <br />SOLID, W EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT=3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT=8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c <br />SCALE:34" '11' <br />GIRDER CONNECTOR(S) <br />LSTAI220 GAUGE <br />W/ 10612 HOG COMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />88111181 <br />IId03tILOd( <br />711fJ0F88 <br />4500 <br />314" WOOD PANELS <br />6000 <br />(2) 1/2' WOOD PANELS <br />60 <br />(2) 1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />LVUI-IOIST WITH <br />BACKER BLOCK <br />HTT4 W/5/B' A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />2-/2' NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB <br />5 LVL/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />A - SIM PEON WS 1,81 /I6 G < 1400 LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FLM17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE.BOLT/J-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FLM17241 <br />C. SIMPSON MIU3.55/16 G <29M LBS, U <210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)101x1-12" GALV. NAILSTO JOIST <br />FLX17241 <br />D-SIMPSON HHUS725/10G<4140LBS, U< 1610 LBSW/(8)3/4"° WEDGE-BOLT/J-BOLT,S' <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FLN25749 <br />E-SIMPSON MIU4.75/16G< 3455 LBS, U< 210 LBS W/(8)3/4"" WEDGE-BOLTMJBOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />8 D'MA%(W( <br />MAX.,ORZx46TM. CHORD BRACING <br />10-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />V J SCALE: 3/4"=1'-0" <br />p 1100 UPUFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)114" x 2l W <br />TITEN 2 ANCHORS TO <br />CONT POURED UNTEL <br />M 1900 UPLIFT (2) SIMPSON <br />H7SM20 INSTALLEDON <br />OPPOSITE FACESOF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1 W x 21/4" <br />TITEN 2ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 7 APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />J SCALE: 3/4":1'-0" <br />1 x4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORDOF <br />WOOD ROOF TRUSSES <br />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />24"MAX. W/ 24"MAX.W/ 8"MAX. END <br />SYP, P.T. <br />OF SHEA HIS <br />1-Jost -Jost s'ACwG <br />FRONT y: <br />SEE FRAMING PLAN <br />TVP TYP <br />LEDGER/' <br />END <br />6 <br />- _ <br />° ° <br />LEDGEE R <br />6 <br />° <br />BOARD <br />P <br />''• <br />(2) 2)12 SYP P.T. (2) 39" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/7 WASHER & 512' <br />LEDGER <br />WITH WOIST MIN, EMBED.(TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />24"MAX. W/ 24"MAX. W/ 8"MAX. END <br />SYP. P.T. <br />OF SH7NG-JosT- <br />JosT SPACING <br />"' <br />FRONT <br />SEE FRAMI <br />TAP <br />LEDGER . <br />END OF <br />LEDGER <br />BOARD <br />w <br />G <br />S" <br />.9 <br />_ <br />2..,YP P.T. 1 /4"X6" TAPC., <br />S <br />- <br />LEDGER BOARD TO W/3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER �$ <br />TO WOIST <br />1. <br />ENSURE THAT EXP. BOLTS/J-BOLTSRITENS ARE PLACED INTO GROUTED CELLS, <br />O' ALLAROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF4'4". <br />3. <br />ALL BOLTS TO HAVE WASHERS. <br />4. <br />EXP.BOLTS/J-BOLTSMTEN BOLT SHOULD NOTEE ANY CLOSER THANB'O/C. <br />5, <br />ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE PT. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />BOLTSIZE <br />MIIII.BlOOVANCEOBRRN.BRIpYO <br />A <br />DOUBLESYPW <br />1/4' <br />B' <br />24'O/CMAX, <br />B <br />DOUBLE SVP 2c121 <br />(2) 3W <br />1 8' <br />24" OF MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114' x W TAPCONS W/ MINIMUM 7 EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4' x 10" EXP. BOLT/J-BOLTMTEN BOLTS <br />W/5-12" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS <br />10 WOOD LEDGER DETAIN -JOIST) <br />(2)2X4NO2SYPOIAG. - <br />BRACE W/ (3) 12d Q EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0--O' TO 30'-0' (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1) "X' BRACE ® CENTER <br />(2) "X" BRACE DNIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REG. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENTAT <br />4'-U' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 21 PT. PLATE <br />TO BLK W/ 12' DIA <br />ANCHOR BOLTWIZ' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY B' <br />MIN. EMBED. AT 37 OC <br />MAX. <br />SECURE GABLE TO 2,8 <br />P. . PLATE W/ 12d'a 8' <br />O.C. MAX <br />CONT. 2x4 SECURED WI <br />(2)1 Od'e 0 EACH TRUSS <br />TO BE INSTALLED <br />10-0" O.C. MAX <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34'=1'[P <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUNALENT OR GREATER UPLIFT AND LITERAL (FI AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD 8E NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />SAjELRNATE MATERIALS <br />11 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />W W W.ebdss)gngmup.mm <br />AA 8: 0003325 <br />ti <br />0 <br />PRINT DATE: OB 31 21 <br />SCALE: 1/4"=1'—T <br />SHEET <br />S3.IA <br />