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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 i NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(l) SI MPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 i' NAILS TO GIRDER AND <br />(2)SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 } NAILS TO GIRDER <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W (3)10d <br />GALV. COMMON NAILS. <br />1z2 SECURED W 1Dd <br />GALV. COMMON NAILS <br />17 O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFWWALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. APT SYP 427x 4", <br />6", 8" x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24.O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L'.770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2385 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ SCALE 34"=,'-°' <br />GIRDER CONNECTOR(S) <br />SECURE IJOIST TO TOP PLATE <br />W/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />sm <br />bam BLOC( <br />714Cl0®• <br />4500 <br />314"WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />518" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />�2" GYP. WL. BD. <br />SECURE BT. PLATE TO <br />SLAB W/106 MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT <br />I -JOIST CONNECTION @ L.B.W. <br />4 SDALE:3`„=10 (NO UPLIFT) <br />OTCH DEPTH 1/4'D <br />HOLE EDGE >518" <br />HOLE DIAMETER <br />< 2/51SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE>5/8' <br />01 <br />BTM. HOLE DIAMETER <br />PLATE <3111 DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE 11/7=1'-P <br />ENGINEERED WOOD TRL <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSONHETA16 <br />TRUSS ANCHOR WITH <br />(9) tOdx 1 � NAILSTO <br />GIRDER. PROVIDE 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP •2 7 x 4", <br />8", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 RO IA, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />k—A-(1) SIMPSON LGT3-SDS2S GIRDER TIEDOWN <br />WITH (4) r x 5" TITEN HD TO CMU AND (12) BOB <br />r x 2 ? TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }' x 5" TITEN HD TO CMU AND (18) SDS t x <br />lx2 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W (3) 16d <br />(2) � x 5"TITEN HD TO CMU AND (18) SDS 4 x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED W 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />17' O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 32SS 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 GIRDER CONNECTOR(S) SCALE: 34-' 1 <br />� <br />8IC1®tBtOCK <br />7lf70B1 <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 72' WOOD PANELS <br />80 <br />(2) 12` WOOD PANELS <br />BO <br />2.LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />LVL/I-JOIST WITH <br />BACKER BLOCK <br />H14 W/ 5/B' A.B. WITH <br />MIN, 7"EMBEDMENT <br />TO SLAB & (18) 16d. <br />2-1/2" NAILS TO POST. <br />POST TO IT <br />DIRECTLY <br />ON SLAB <br />,4 , 4 <br />5 LVLMOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BCLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILSTO HEADER FL•17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/JAOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL•17241 <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W (4) 314- WEDGEAOLT/JAOLT, S MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7 GALV. NAILS TO JOIST <br />FL•l7241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W (8) 3/4- WEDGE-BOLT/J-BOLT, 5' <br />MI N. EMBED (1 a) 18d GALV. COMMON NAILS TO HEADER AND (10)18d GALV. NAILS TO JOIST <br />FL•25749 <br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 18d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV. NAILS TO JOIST <br />FLt17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE. 3/4"=l'-0' <br />" MAX (W11X4) <br />Oft 10-0' MAX (1NlD(d) <br />r <br />MAX.oOR 2z4 BTM. 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 />6 SCALE: 3/4'=1'-0' <br />PERPENDICULAR TO I -JOIST <br />S 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />Y 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W11010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POUREDUNTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 7' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE'. 3/4'=1'-P <br />lx4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />24' MAX WI <br />21 MAX W/ <br />4' MAx. END <br />OF SHEATHING <br />was <br />IJpST <br />SPACWG <br />SEE FRAMING PLAN <br />Pr <br />TY <br />TYP. <br />END OF <br />,y� <br />• • <br />LEDGER <br />25 <br />• <br />BOARD <br />(2) 2X12 SYP P.T. <br />(2) 3/4' EXP. BOLT <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />BE USED PERPENDICULAR <br />W/ 2" WASHER & 512' <br />WITH IJOIST <br />MIN. EMBED. (TYP) <br />(2) 2X12 <br />SYP P.T. <br />FRONT <br />LEDGER y <br />m; <br />X:f <br />REAR <br />LEDGER <br />PARALLEL TO I -JOIST <br />(2)2X8 <br />OR II <br />OF SHEATHING <br />Ah 24' MAX. W/ 2C MAX WI W MAX. END <br />SPACING <br />SYP. P. T. t <br />%Y <br />SEE FRAMING PL/W <br />IJOIST IJav <br />TYP TYP <br />FRONT <br />LEDGER <br />w <br />END <br />LEDGER <br />b <br />w %y <br />d <br />• • BOARD <br />d <br />2X8 SYP P.T. 1/4"XB" TAPCON <br />LEDGER BOARD TO W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER s <br />TO I -JOIST <br />1. <br />ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, <br />WALLAROUND BCLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4r. <br />3. <br />ALL BOLTS TO HAVE WASHERS. <br />4, <br />EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 5' OC <br />5. <br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />BOLTSIZE <br />IIIIKW <br />CEII:ML 8%= <br />A <br />DOUBLE SYP 2,8 <br />1 1/4" <br />1 8" <br />24" O/C MAX <br />B <br />DOUBLE SYP 2X12 <br />1 (2) 3/4" <br />1 8" <br />24" O/C MAX <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" X 6" TAPCONS W MINIMUM 3' EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLTIJ43OLTMTEN BOLTS <br />W/ 5-1/7' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS <br />10 WOOD LEDGER DETAIL I -JOIST <br />SCALE. 3/4"=1'-P <br />(2) 2X4 No.2 SYP DIAL — <br />BRACE W/(3)12d 0 EA <br />TRUSS(DIAG. BRACETO <br />COVER 5 TRUSSES) <br />0'4" TO 30'-0" (1) W BRACE <br />30'-1' TO 80'-0 (3) 'r BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER —� <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" 0. C, (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO ELK W 12" DIA <br />ANCHOR BOLT W 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 37'CC <br />MAX <br />SECURE GABLE TO W <br />P.T. PLATE W 12d• 8' <br />O.C. MAX <br />CONT. 2x4 SECURED W <br />(2) 1Od's 0 EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX <br />0 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 34-, ° <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 />EQUIVALENT OR GREATER UPLIFT AND LATERAL IN AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS WE TO WND 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, F7, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/1`=1'-P <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />wW W.8bdM1gIg oup.COR1 <br />L AA M: 0003325 <br />ire <br />0 <br />a <br />aysnnr as I,o7' <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />1pm0jw=Iv' <br />418 .000-4507 <br />MODMIi <br />4EHB <br />"2605—HAYDEN" <br />OAItAOa 8WDM: <br />RIGHT <br />PAOl: <br />DETAILS <br />(I —JOIST) <br />60 MPH EXP. <br />21 <br />