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ENGINEERED WOOD TRUSSES
<br />PLYWOOD SHEATHING, SEE
<br />C 24" O/C, SUBMIT SHOP
<br />"ROOF/WALL/FLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />L
<br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br /># 1100 UPLIFT SIMPSON
<br />(9) 10d .1 �' NAILS TO TRUSS
<br />PLYWOOD SHEATHING, SEE
<br />(1) SIMPSON HETA16
<br />HTSM20 W/1010d TO
<br />842) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />"ROOF/WALUFLOOR
<br />TRUSS ANCHOR WITH
<br />NOTE: A PT SYP #2 2' x 4",
<br />TRUSS AND (4) 114" x 2 1/4"
<br />(12)16d x l �' NAILS TO TRUS6
<br />SHEATHING
<br />(9) 10d x 1" NAILS TO
<br />6", 8" z 4'-0" MAY BE ADDED
<br />TITEN2 ANCHORS TO
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />FASTENER SCHEDULE'
<br />GIRDER. PROVIDES'
<br />W/ 10d NAILS, 2 ROM, 3"
<br />CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN)
<br />MINIMUM CONCRETE
<br />O/C TO FACIUTATE ONE
<br /># 1900 UPLIFT (2) SIMPSON
<br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />NOTE: A PT SYP #2 Z' x 4",
<br />EMBEDMENT. USED IN
<br />ADDITIONAL PLY MAX. TO
<br />HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(18) 10d x 3 a' NAILS TO GIRDER AND
<br />8", 8" x 4'-0" MAY BE ADDED
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />OPPOSITE FACES OF
<br />1441 N. RONALD REAGAN BLVD.
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />W/ 10d NAILS, 2 ROWS, 3'
<br />CONNECTOR
<br />BLOCK WALL W/1010d TO
<br />LONGWOOD, FL 32750
<br />WITH (12)18d x 3 }" NAILS TO GIRDER
<br />O/C TO FACILITATE ONE
<br />TRUSS AND (4) 1/4" x 2 1f4"
<br />PH: 407-77443078
<br />ADDITIONAL PLY MAX TO
<br />) SIMPSON LGT3-SDS2.5 GIRDER TIEOOWN
<br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />FAX: 407 774-4078
<br />ix2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS
<br />CONT POURED LINTEL
<br />W.ebdesigngrou
<br />www.abdftigngmup.com
<br />P•�m
<br />.a d 0003325
<br />2x SECURED W/(3)18d
<br />x 2 ' TO GIRDER
<br />B
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />GALV. COMMON NAILS. ENGINEERED WOOD
<br />tx2 SECURED WX 10d TRUSSES 0 24" O/C, ix2, 2x WOOD FASCIA (2) t' x 5" TITEN HD TO CMU AND (18) SDS l' x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER
<br />17, O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOVVNS WITH
<br />N O �"x AND APPROVAL 2x SECURED W/1Btl 2
<br />GALV. COMMON NAILS. 5"TITEN HD TO CMU AND (18) SDS }" x 3"
<br />ix2 SECURED W/ 10d MA60NRY BOND SCREWS TO GIRDER (EACH TIEDOMJ)
<br />MASONRY BOND BEAM GALV. COMMON NAILS AM SCHEDULE ENSURE THAT CELLS ARE GROUTED
<br />12"
<br />O/C SESOLID, 8" EACH WAY OF BOLTS
<br />SEE SCHEDULE TITEN 2 ANCHORS MIN.
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER 8 2' APART
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS, (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3l4"=1'-0'
<br />1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-0 2a 2b 2c TYPICAL ROOF SCALE 34"=1'-'
<br />GIRDER CONNECTOR(S)
<br />6- MAX (Wnx4)
<br />T OR 10-0' MMMOX4)
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />ix4 DIAGONAL
<br />BTM. CHORD
<br />INro
<br />rr
<br />O
<br />i
<br />q
<br />IL
<br />R
<br />BRACING, SEE
<br />`IL yx tNt
<br />PLAN FOR LOCATION
<br />I'I3F MAY NOT BE �+
<br />PERE EVA I
<br />CFI:IIRF I_IIIICT TO Tf1P PI ATF PRE-ENG (JOIST
<br />BW�tB10Cl(
<br />SEMITHCO �B
<br />LSTA12 20 GAUGE 4500 3/4" WOOD PANELS
<br />W/ 10dx1/2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10 �� (2) 12" WOOD PANELS
<br />60 (2)12"WOOD PANELS
<br />90 2x LUMBER
<br />BTM. CHORD OA
<br />WOOD ROOF TRUSSES
<br />{2) 2X4 No.2 SYP DIAG.
<br />BRACE W/ (3) 12d @ EA TRUSSES KWHEREETWEEN
<br />TRLISS(DIAG. BRACE TO
<br />COVER 5 TRUSSES I X-BRACING IS PRESENT AT
<br />) 4'f0';O `C. (AT SHEATHINGIV
<br />V S
<br />v
<br />3ERa
<br />T.
<br />TIYf70GBB
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2)12" m22 PANELS
<br />60
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12" HI 0'-0" TO 30'-0" (1) "X' BRACE SECURE 2x /�
<br />STRENGTH CLG. BOARD 30'-1" TO 80'-0 (3) "X' BRACE V
<br />f2" PLATE
<br />DOUBLE TOP PLATE LVUI-JOIST WITH (1) BRACE DI CENTER TO BLK W/ 12" DIA sl .T.
<br />BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WN 7'
<br />2x4 OR 2x6 WOOD BEARING
<br />lx4 BTM. CHORD BRACING B'-0" O/C END WALL OR OTHER FROM CENTER TO END, WASHER SET IN HIGH
<br />WALL W/ SYP No 2 STUDS SEE MAX_ OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY S'
<br />PLANS FOR SPACING. SINGLE 1CO O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL N. EMBED. AT 32' CC
<br />BTM- PLATE TO BE PT. PROVIDE BLOCKING
<br />COMMON NAILS AT EACH CHORD MAX.
<br />PROVIDE DBL. TOP PLATE AV 12" GYP. WL. BD. INTERSECTION TYP. P.T. PLATE W/ 12d's 8"
<br />PRE-ENG GABLE TRUSS SEC GABLE OM
<br />STIFFSACK (AS PER O.C. MAX
<br />('��BTM. CHORD BRACING TRUSS ENG) ONT 2x4SECUREDW/
<br />Od' EACH TRUSS
<br />su*Dm arror
<br />ABBOTT PARK
<br />LOT #23 BLK #12
<br />PHASE: 4C
<br />PROJECT*
<br />04181.04C-23121
<br />MODZU
<br />3EEB
<br />"2260-ELSTON"
<br />CARAOE 811DIM:
<br />RIGHT
<br />PACE:
<br />DETAILS
<br />(I -JOIST)
<br />160 MPH EXP. C
<br />< 215•D SG'L. STUD BE USED PARALLEL TYPICAL LEDGER a USED SO LONG AS THEY CONFORM TO THE
<br />OUTER 113OF TO I -JOIST FOLLOWING Aa'
<br />SPAN ONLY
<br />2 ENSURE THAT EXP. BOLTSAR LEDGER
<br />SHOULD
<br />S ARE PLACED INTO GROUTED CELLS, 8"ALL AROUND BOLT.
<br />EDGE 2, SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />A- SIMPSON IUS1.81/18 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS 1% V
<br />,,,!rFHOLE
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6"O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND
<br />EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />SECURE BT. PLATE TO HTT4 W/5/8"A.B. WITH 0 SCALE: ?J4"=1'-0" (2) 1 5 CH U
<br />rS-11-111MArONRYNAIL MIN. 7" EMBEDMENT TO BE INSTALLED
<br />12" O/C STAGGERED. TO SLAB 8 (18)16d x 10'-0" O.C. MAX
<br />ADDITIONAL METAL 2-112"NAIL6 TG POST.' PERPENDICULAR TO I -JOIST
<br />CONNECTORS NOT POST TO SIT DIRECTLY
<br />REQUIRED WHEN NO ON SLAB (2) 2X12
<br />TRUSS BRG. OR HTM MAX. END SYP. P.T.
<br />UPLIFT IS PRESENT. 2a" MAX.MAxW/ 24" MAX. Wi SEE SCHEDULE FOR
<br />OF SHEATHING IJasT I.IOIST SPACING FRONT BOND BEAM REQ.
<br />4• SEE FRAMING PLAN 2 TYP. TYP. LEDGER J�R�EAR]
<br />END OF
<br />.4.LEDGER
<br />BOARD
<br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLTLEDGER BOARD TO J-BOLT OR TITEN BOLTS
<br />I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2'. WASHER 1,512" LEDGER BLOCK WALL W/ GABLE END
<br />Y SCALE: 3/4"=1'-0' S SCALE: 3/4"=1'-V' WITH (JOIST MIN. EMBED. (TYP) "7
<br />(NO UPLIFT) PRE-ENG'D TRUSS SCALE:3/4"=1`°'
<br />PARALLEL TO I -JOIST
<br />(2)2X8
<br />21 MAX. W/ 24" MAX. WI S" MAX. END SYP. P. T.
<br />OF SHEATHING IJ 1 Id013T SPACING FRONT fir
<br />SEE FRAMING PLAN TYP. TYP. LEDGER .L.
<br />END OF 65
<br />--NOTCH DEPTH 1/4'D o • • LEDGER a ty
<br />0 BOARD z
<br />w w X _
<br />HOLE EDGE>5/8" LEDGER BOARD TO W/ 3"BM A E B D REAR f.
<br />HOLE DIAMETER2X8 SYP ,Y m THE USE OF ALTERNATE MATERIALS MAY BE
<br />C- SIMPSON MIU3.56/16 G< 2900 LBS, U< 210 LBS W/(4)W4"°WEDGE-BOLT/J-BOLT, 5" MIN,
<br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) IW-12" GALV. NAILS TOJOIST
<br />FLOOR JOIST LEDGER SCHEDULE
<br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />A SIMPSON HIDA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2
<br />FL#17241
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />IRL ENDDEITAN08
<br />CENTML8PAM
<br />BTM.
<br />HOLE DIAMETER
<br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5"
<br />SUBJECT TO FI AND F2 FORCES.
<br />PLATE
<br />< 3/5'D DBL. STUD
<br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TOJOIST
<br />AW
<br />q
<br />DOUBLE SYP 1,8
<br />1/4"
<br />8"
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2.12
<br />1 (2) 3/4"
<br />1 8"
<br />24" O/C MAX.
<br />E - 85749
<br />SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />SSW
<br />FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT.
<br />S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLTIJ-BOLTRITEN BOLTS DAR M 10/26/21
<br />W/ 5-1/2" MINIMUM EMBEDMENT
<br />STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS aaAi.X:1/4"=1'-0"
<br />8 AND BORING LIMITS �ATTACHMENT DETAIL 10 WOOD LEDGER DETAIL I -JOIST „ ALTERNATE MATERIALS SHEET
<br />SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' I 1 SCALE: 3/4"=1'-0' S 3 • I A
<br />
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