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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />® 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR
<br />DRAWINGS FOR REVIEW SHEATHING
<br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE"
<br />PLYWOOD SHEATHING, SEE
<br />(9) 10d x 1 }" NAILS TO TRUSS (1) SIMPSON HETA16
<br />"ROOF/WALLIFLOOR # 1100 UPLIFT SIMPSON
<br />6{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 7' x 4", HTSM20 W11010d TO
<br />SHEATHING
<br />(12) 18tl x 1 �" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4"
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W! 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO
<br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL
<br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN , • ADDITIONAL PLY MAX. TO
<br />NOTE: APT SYP #27'x r, CONJUNCTION WITH -- ti'• __. _ACCOMMODATE GIRDER _. # 1900 UPLIFT (2) SIMPSON
<br />(16) tOd x 3 }" NAILS TO GIRDER AND -- 6", 8" x V-O"MAYBE ADDED HEAVY UPLIFT : • TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(2) SIMPSON HETA16 TRUSS AN
<br />W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD
<br />WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE ADDA
<br />ITIONAL PLY MAX. TO BLOCK WALL W/10 tOtl TO LONGWOOD, FL 32780
<br />-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 1/4"
<br />1X2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-774$078
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)'F' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL FAX: 407-774-4078
<br />2x SECURED W/ (3)16d �' x 2}" TO GIRDER WW W.abd081gngrDUp.com
<br />GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325
<br />1x2 SECUW/ 10d TRUSS RED ES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) J" x 5" TITEN HD TO CMU AND (18) SDS }' X
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER
<br />17, O/C FOR REVIEW 2x SECURED W/ (3)1, 042) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HD TO CMU AND (18) SOS }" x 3"
<br />1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
<br />MASONRY BOND BEAM 12' O!C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS
<br />SEE SCHEDULE
<br />A ALLOWABLE UPLIFT = U:1810 LBS, 1_ 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN.
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) 2" COVER & 7' APART
<br />TYPICAL TRUSS/ REPAIR OF MULTIPLE
<br />1A 1 B 1C GIRDER CONNECTORS) CALE 34-1 0 2A 2B 2C TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR
<br />GIRDER CONNECTOR(S) SCALE:34"=1'-0' SCALE: 3/4"=1'0'
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d ® EA TRUSSES WHERE
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />LSTA1220 GAUGE
<br />PER ELEVATIONW/ 10dx1/2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />sun
<br />BACXBtBLOG:
<br />1UCKNM
<br />4500
<br />3/4"WOOD PANELS
<br />8000
<br />(2)12" WOOD PANELS
<br />60
<br />(2) 72" WOOD PANELS
<br />90
<br />2x LUMBER
<br />COVER 5 TRUSSES) 4". O.C. (AT SHEATHING
<br />0'-0" TO 3(Y-0" (1) "X" BRACE SEAMS)
<br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE
<br />8'-0" MAX (W/jX4) (t) "X" BRACE @ CENTER TO BLK W/ 1/7' DIA
<br />OR 19.0" MAX (VN/2X4) (2)'7C BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7'
<br />. "ter FROM CENTER TO END. WASHER SET IN HIGH
<br />2x WOOD FASCIA STRENGTH EPDXY IT'
<br />�sCo
<br />rrg
<br />p�L
<br />4
<br />4
<br />a�
<br />tiLL
<br />9
<br />tx4 DIAGONAL
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32" OC
<br />MAX.
<br />PER ELEVATIONBTM.
<br />WITH
<br />CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />BACKER
<br />BBLOCK
<br />BACKER B
<br />BRACING, SEE
<br />p,T. PLATE W/ 12d'S
<br />PRE-ENG WWIST
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />5/8" GYPSUM BOARD OR 1/2" HIGH
<br />o V yay
<br />MAY NOT BE
<br />REQUIRED
<br />TRUSS ENG)
<br />N 2x4 SECURED W/
<br />Q
<br />STRENGTH CLG. BOARD
<br />iv F
<br />EACH
<br />(2)1 EACH TRUSS
<br />(2)
<br />SECURE IJOIST TO TOP PLATE
<br />E I S
<br />TO BE INS
<br />w! (2) 12d TOENAILS
<br />BTM. CHORD OF
<br />10'-0" O.C. MAX.
<br />WOOD ROOF TRUSSES
<br />DOUBLE TOP PLATE
<br />HTT4 WI5/8" A.B. WITH
<br />SEE SCHEDULE FOR
<br />2x4 OR 2x6 WOOD BEARING
<br />WALL W/ SYP No 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />MIN, 7" EMBEDMENT
<br />TO SLAB & (18)16d x
<br />2-1r7 NAILS TO POST.,
<br />BOND BEAM REQ.
<br />SER13
<br />C
<br />� M�� 9L
<br />,6
<br />STM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. BD.
<br />SEE SIZESHEETS1 PATTERN
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />2
<br />- °-
<br />y
<br />10BTM. CHORD BRACING S'-0" O/C END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP
<br />�'1 RTM CHnRI� RRACWC�
<br />� BLOCK WALL W/ GABLE END
<br />1500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 112" WOOD PANELS
<br />60
<br />(2)1/2' WOOD PANELS
<br />80
<br />2x LUMBER
<br />A.
<br />I-
<br />SCALE:3/4"=1'-O"
<br />I
<br />PRE-ENG D TRUSS SCALE: 3/4„=1'-0"
<br />• .
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=V-0'
<br />I -JOIST CONNECTION @ L.B.W.
<br />(NO UPLIFT)
<br />24"
<br />B" END
<br />8MAX. "
<br />24• MAX. w/ I,IDIsr
<br />SPACING
<br />END w/I-JOISTMFRAM—
<br />rvP TYP
<br />P
<br />ACIN
<br />MAX MAX
<br />•
<br />NO OF
<br />LEENOTCH
<br />' '
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />DEPTH 1/4'D)ggXX
<br />,%
<br />iJ/" HOLE EDGE>5/8"
<br />] �
<br />HOLEDIAMETER
<br />1/2 EXP (2EDGER BOARD
<br />BDLT/J-BOLTwrY L
<br />WASHER 85 7/2' TO BE USED
<br />MIN. EMBED. MP) W1'('HI-J013T
<br />W EDGE LEOCER BOARD TO
<br />1. ENSURE THAT EXP. BE USED MATH I -JOIST
<br />BOLTS/J-BOLTS ARE PLACED
<br />B Tl.l-BOLT W/Y
<br />WASHERS . (Itr
<br />TY
<br />MIN.EM8E0.(TYP)
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />sysa:v ac L02,
<br />ABBOTT PARK
<br />LOT ##23
<br />BLK. ##11
<br />[PROJMCT#
<br />04181.000-23112
<br />MODEU
<br />3EEB
<br />"2260—ELSTON"
<br />GARAGE BWMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />(I —JOIST)
<br />160 MPH E C
<br /><2/5'D SGL. STUD INTO GROUTED CELLS, 8" ALL
<br />OUTER 113 OF AROUND BOLT. LEDNT
<br />GE 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />SPAN ONLY 2. SPLICE OF LDLAP A REAR LEDGER A AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />LEDGER SHOULD LAP A MIN OF )
<br />a �c 7 Z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
<br />HOLE EDGE >5/8" io 3. ALL BOLTS TO HAVE WASHERS C2) 2X12 1O�C rO g AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />JHA-SIMPSON IU51.81l16 G < 1400 LBS, U c 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J•BOLTS SHOULD SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 NOT BE ANY CLOSER THAN g
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-SOLT, 5" MIN. ? O/G Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 E 5. ONLY LEDGER IN DIRECT f A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
<br />C - SIMPSON MIU3.56/16 G < 29W LBS, U c 210 LBS W/ (4) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. (2) 2X8 CONTACT (REAR LEDGER) WITH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE IRI /� 2U
<br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST
<br />SYP PT CMU REQUIRED TO BE P.7. LEDGER SUBJECT 70 F1 AND F2 FORCES. L L
<br />BTM. J HOLE DIAMETER
<br />PLATE < 3/5'D DBL. STUD
<br />FL#17241
<br />D-SIMPSONHHUS725/10G<4140LBS,U<1610LESW/(8)3/4•" WEDGE-BOLT-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 MIU4.75M6 G < 3465 LBS, U < 210 LBS W/ (8) 3/4'" WEDGE-BOLT/J43OLT, 5" MIN,
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10(B(1-1/2" GALV. NAILS TO JOIST
<br />FL#17241
<br />FLOG JOIST LEDGER SCHEDULE
<br />AL
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />END SPACING
<br />CB'IIRALSPAICM
<br />A
<br />DOUBLE SYP 2x8
<br />12"
<br />8" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2X72 1
<br />(2) 3/4"
<br />8" MAX.
<br />24" O/C MAX.
<br />1D1R
<br />bwTa 4/D6/21
<br />STUD NOTCHING WOOD LEDGER �4�ALTERNATE MATERIALS SCALE: 1/4"=V-0"
<br />AND BORING LIMITS ��ATTACHMENT DETAIL I -.JOIST WOOD LEDGER DETAIL SDALE.34-,-0
<br />8 SCALE:1112"=1'-0" 9 SHEET
<br />SCALE: 314"=1'-0" 1O SCALE: 3/4"=1'-0" \ . 1 ALA
<br />
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