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A�l) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 J'NAILS TO TRUSS
<br />B�2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 J'NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 J'NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 � NAILS TO GIRDER
<br />lx2,2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2K SECUREDW/(3)16d
<br />GALV. COMMON NAILS.
<br />1)QSECUREDW/lOd
<br />GALV. COMMON NAILS
<br />170ic
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFIWALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: A PT SYP #2 Z'x 4',
<br />ff', 8" x IV-U'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 Q 24" OIC,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U:1810 LBS, L770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT U 2365 LBS, L1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U 2705 LBS (2 PLY)
<br />Rla lb lc TYPICAL TRUSS/ SCALE: 34"=T-01'
<br />G� GIRDER CONNECTOR(S)
<br />SECURE I -JOIST TO TOP PLATE
<br />IW (2) 12d TOENAJLS
<br />DOUBLE TOP PLATE
<br />- Z0 OR 216 WOOD BEARING
<br />WALL Wl SYP N. 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />STM. PLATE TO BE PT.
<br />PROVIDE DBL TOP PLATE
<br />ahousm
<br />THICKNESS
<br />4500
<br />31VI WOOD PANELS
<br />6000
<br />(2)-1/2" WOOD PANELS
<br />60
<br />(2) 1/2- WOOD PANELS
<br />90
<br />2xLUMBER
<br />3/4.'T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG kJOIST
<br />5/8" GYPSUM BOARD OR lr7HIGH
<br />STRENGTH CLG BOARD
<br />PROVIDE BLOCKING
<br />1/2, GYP. WIL Bo�
<br />SECURE BT. PLATE TO
<br />SLAB W/10d MASONRY NAIL
<br />170/C STAGGERED.
<br />AD TTIONAL METAL
<br />CONNECTORS NOT
<br />REQUIRED WHEN NO
<br />UPLIFT IS PRESENT
<br />r,_'-�WOIST CONNECTION @ L.B.W.
<br />�,��E: 314"=1'4' (NO UPLIFT)
<br />--NOTCH DEPTH 1/4*D
<br />HOLE EDGE >��
<br />HOLE DIAMETER
<br />2/5'D SGL STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />HOLE EDGE 5/8"
<br />ol
<br />BTM "—HOLE DIAMETER
<br />PLATEN ..L. ST..
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />0 2N' OIC, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 1 Od . I J'NAILS TO
<br />GIRDER. PROIADE 5!'
<br />MINIMUMCONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />lx2, Zc WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2.SECUREDV
<br />GALV. COMMC
<br />1.2 SECURED W/ 10d
<br />MASONRY BONO
<br />GALV. COMMON NAILS
<br />BEAM
<br />12.0/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANALU'FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: A PT SYP #2
<br />6', 9' x W-O"MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3!'
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TEDOWN REQUIREMENTS.
<br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) ir x S'TiTEN HD TO CMU AND (12) SDS
<br />�'x 2 j TO GI DER
<br />EHJ)S�MPSOR
<br />N FGTR GIRDER TIEDOWN WITH
<br />(2) ? x S'TITEN HD TO CMIJ AND (18) SIDS J'x
<br />T. TO GIRDER
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) J'x 6riTEN HD TO CMU AND (18) SOS J'x 3'
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE T14AT CELLS ARE GROUTED
<br />SOUD, WEACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
<br />8 ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN)
<br />S2a 2b 2c TYPICAL ROOF
<br />S(i)GIRDER CONNECTOR(S)
<br />SERIES
<br />BACKER RCCK
<br />TH"00S
<br />PANELS
<br />PANELS
<br />0 PANELS
<br />9 220GAUGE
<br />lr2.H0TG.COMMONNA,l_S.
<br />4111
<br />314' WOOD
<br />OE�HE . TAL OF 10
<br />6000
<br />(2)112 WOO
<br />60
<br />(2) Ir2l WOO
<br />.\WITIA
<br />90
<br />2x LUMBER
<br />LVL/Il.IST WITH
<br />BACKER BLOCK
<br />I
<br />.14 Wl ." IR WITH
<br />MIN. 7- EMBEDMENT
<br />TO, SLAB 9 (18) 16d x
<br />2-11'NAIL' TO PSTL�
<br />POST TO SIT DIRECT
<br />ON SLAB
<br />I
<br />----------- I
<br />/—,-'\LVUWOOD POST CONNECTIONS
<br />A - SIMPSON IUS1.81116 G � 1400 LBS, U < 70 LBS Wl (2) 31,f'* WEDGE-BOLT/J-BOLT, 5"MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />B - SIMPSON IUS2.37116 G < 1400 LBS. U � 70 LEIS W1 (2) 3/4- WEDGE-BOLT/J-BOLT, 9'MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />C - SIMPSON MIU3.56/16 G � 2900 LBS. U < 210 LBS Wl (4) 31,Vl WEDGE-BOLTIJ-BOLT, 6' MIN,
<br />EMBED (24)16d GALV, COMMON NAILS TO HEADER AND (2) 10dxl-l/Z'GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G - 4140 LBS, U � 1610 LEIS Wl (8) 3/4" WEDGE-BOLTIJ-BOLT, 6'
<br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
<br />FL#25749
<br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U 1210 LEIS W/ (8) 3/4" WEDGE-BOLTIJ-BOLT, S'MIN.
<br />EMBED 16d GAILV. COMMON NAILS TO HEADER AND (2) 10dxl-lrr GALV NAILS TO JOIST
<br />FL#17241 I
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=l'-Or
<br />47��
<br />C-W�WIX4)
<br />OR1014rMAX(W�4)
<br />Z-K,4,-B,T,-M.-C"H"O-,R"D-B-R-ACI-N-G
<br />101-0- OIC MAXSECURED Wl J2) 10d
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br />#1100 UPLIFT SIMPSON
<br />HTSM20 W/10 10d TO
<br />TRUSS AND (4) 1/4" x 2 11,V*
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL WJ10 10d TO
<br />TRUSS AND (4) 1W'x 2 ll#'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />lx4 DIAGONAL
<br />BTM. CHORD
<br />BRACING , SEE
<br />PLAN FOR LO ATION
<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 />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TiTEN 2 ANCHORS MIN.
<br />Z'COVFR & Z'APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />BTM. CHORD BRACING
<br />PERPENDICULAR TO I -JOIST
<br />,2) 2X12
<br />T=M
<br />2,v' mAx. w 2� MAk W 8!'MAX END
<br />SYP. P.T.
<br />'
<br />WOIST ]a
<br />I.R "T
<br />N
<br />11 r
<br />P.
<br />. GER
<br />TP-
<br />L_,
<br />z:
<br />END OF
<br />LEDGER
<br />0
<br />BOARD
<br />/
<br />Irt__
<br />(2) 2X12 SYP P T/ (2) 314" EXP. BOLT
<br />LEDGE J-BOLT OR TITEN BOLTS
<br />_ R BOARD TO
<br />REAR
<br />BE USED PERPENDICULAR Z'WASHER & 5 1(2'
<br />LEDGER
<br />WITH I -JOIST MIN. EMBED (TYP)
<br />PARALLEL TO I -JOIST
<br />(2) 2X8
<br />SYP� RT
<br />TRL[9�ft. 0 T
<br />I,AIHING
<br />24r MAX. W 2��.W
<br />I_JOIST
<br />T MAX EN
<br />SPACING
<br />FRONT
<br />P
<br />SEE FRAM NG PLAN
<br />P
<br />i, TY
<br />LEDGER
<br />6
<br />END OF
<br />LE DGER
<br />d
<br />6
<br />0
<br />0 0
<br />B CARD
<br />2XBSYP RT
<br />114.X6'TAPCON
<br />LEDGER BOARD TO
<br />W/ WMIN. EMBED
<br />REAR
<br />BE USED PARALLEL
<br />TYPICAL
<br />LEDGER
<br />TO WOIST
<br />t ENSURE THAT EXP. BOLTSIJ-BOLTSMTENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT.
<br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4',
<br />3, ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTSIJ-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6'OtC.
<br />& ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTTH CMU REQUIRED TO BE P.T.
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />113OLTSIZE
<br />JIIIIIN.END�CW�M&SPACING
<br />A
<br />DOUBLE SYP 2x8
<br />114-
<br />1.
<br />12,V' OtC MAX.
<br />B
<br />DOUBLE SYP 202
<br />12) 3/4'
<br />1.
<br />12,r' O/C MAX.
<br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4"x 6'TAPCONSW/ MINIMUM 3!'EMBEOMENT.
<br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/9'x IWEXP. BOLTIJ-BOLTfTITEN BOLTS
<br />W/ 5-IrZ' MINIMUM EMBEDMENT
<br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
<br />WOOD LEDGER DETAIL (I -JOIST)
<br />�CALE: —'=l'-'
<br />(2) 2X4 N..2 SYP DIAG. -
<br />BRACE Wl (3) 12d 0 EA_
<br />TRUSS (DIAG BRACE TO
<br />COVER 5 TRUSSES)
<br />01-0.' TO 30--g- (1) 'W' BRACE
<br />30'-l" TO 69-0 (3)'W BRACE
<br />BRACE 0 CENTER
<br />2 'X'SRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCI& -
<br />SEE ARCHITECTURAL
<br />PRE-ENG GA13LE 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--g- O,C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2K PT. PLATE
<br />TO BLK W/ IrZ'DIA.
<br />ANCHOR BOLT Wt 2"
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6'
<br />MIN EMBED. AT 3Z'OC
<br />MAX
<br />SECURE GABLE TO 2X8
<br />P T PLATE W/ 12d's 9'
<br />O.C. MAX
<br />CONT, Z(4 SECURED W/
<br />(2) 10trs 1@ EACH TRUSS
<br />TO BE INSTALLED @
<br />10'-0" O.C� MAK
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 314!'=l'_yl
<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 />EQU VALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
<br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE 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 Hl CA OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />ALTERNATE MATERIALS
<br />SCALE 31,T'=l'-0"
<br />441 N , RONALD REAGAN BLVD
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX- 407-774-4078
<br />wwwabdesigngroup.caim
<br />AA #: 0003325
<br />9�
<br />a 64
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<br />X
<br />SUBDIV. ac Loll
<br />[ABBOTT PAIRIk
<br />LOT #10
<br />2
<br />BLK #12
<br />PHASE 4C
<br />I-itojzcT#
<br />04181.04C-10121
<br />MODET-
<br />E401
<br />"2828—ENSLEY'
<br />GARAGE STrING:
<br />I LEFT
<br />IPAGW.
<br />DETAILS
<br />(I —JOIST)
<br />160 MPH EXP^
<br />e
<br />m PRINT
<br />I)ATE: 12/07/21
<br />SCALE: 1/4"=V-0"
<br />SHEET
<br />S3.1
<br />! Aj
<br />
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