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41) SIMPSON HETAI 6 TRUSS ANCHOR WITH
<br />(9) 10dx I J"NAILS TO TRUSS
<br />42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x I j'NAILS TO TRUSS
<br />OBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />�J) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od 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 />2x SECURED W1 (3) 1 6d
<br />GALV COMMON NAILS.
<br />1 X2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFMALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 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 />ENGINEEREDWOOD
<br />TRUSSES 0 2N' O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT Ul 810 LBS, L:770 LBS (I PLY)
<br />B ALLOWABLE UPLIFT U:2365 LBS, L:I 430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 LBS (2 PLY)
<br />TYPICAL TRUSS/ SCALE: 3/4"=V-0'
<br />GIRDER CONNECTOR(S)
<br />ammm
<br />BAMIM
<br />7570
<br />3WWOOD PANELS
<br />6000
<br />(2) 1/2' WOOD PANELS
<br />so
<br />(2) 1/2" WOOD PANELS
<br />90
<br />2x LUMBER
<br />314" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG I -JOIST
<br />5/9'GYPSUM BOARD OR 1/2"HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />./ (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 />PROVIDE BLOCKING
<br />1/2'GYP. WL. BD.
<br />r,--\I-JOIST CONNECTION @ L.B.W.
<br />�,��UE: 34"=V-0" (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH IWO
<br />—HOLE EDGE -518r
<br />—HOUE DIAMETER
<br />2/5*D SGL. STUD
<br />/—HOLE EDGE �5/ff'
<br />0�,
<br />',�_HOLE DIAMETER
<br />� 3/5*D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />ENGINEERED WOOD TRU
<br />0 24- O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETAI 6
<br />TRUSS ANCHOR WITH
<br />(9) 10d x I J" NAILS TO
<br />GIRDER. PROVIDE V'
<br />MINIMUMCONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING. SEE
<br />"ROOFMALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2"x C,
<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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />\.—A-(I) S MPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />11
<br />WITH (4) t x 5" TITEN HID TO CMU AND (12) SOS
<br />�'x 2 J'TO GIRDER
<br />B�1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J'x V'TITEN HD TO CMU AND (18) SOS J"x
<br />1.2,2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />3" TO GIRDER
<br />2xSECURED 1(3)1 -
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) � . 5"TITEN HO TO CMU AND (18) SDS J. T'
<br />S
<br />1X2 SECURED W/ 10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV COMMON NAILS BEAM
<br />SEE SCHEDULE
<br />ENSURE THAT CELLS ARE GROUTED
<br />12" 01C
<br />SOLID, 8- EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />0 ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
<br />TYPICAL ROOF
<br />2a 2b 2c
<br />GIRDER CONNECTOR(S)_-_��-
<br />mm
<br />aAmem
<br />THIDIM
<br />WOOD PANELS
<br />D PANELS
<br />D PANELS
<br />LSTA12 20 GAUGE 1111 114'
<br />L�
<br />0dx1/2 HDG COMMON NAIL&
<br />EACH END TOTAL OF 10 6m
<br />(2)112'WOO
<br />60
<br />(2) 112' WOO
<br />.\IVO
<br />10
<br />2. LUMBER
<br />LVUI-JOIST WITH
<br />K L CK
<br />I
<br />HTT4 W/ 5/8"A.B. WITH
<br />MIN. 7" EMBEDMENT
<br />TO SLAB & (18) 1 6d x
<br />2-1/2" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />r_�\LVLMOOD POS
<br />5
<br />A - SIMPSON HUS28 G � 1200 LBS, U � 1280 LBS W/ (1) 3t4"* SIMPSON TTTEN BOLTIJ-BOLT, 5" MIN.
<br />EMBED (22) 1 Sd GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
<br />8 - SIMPSON HUS28 G � 2400 LBS, U - 1425 LBS W/ (2) W4- SIMPSON TITEN BOLT/J-BOLT, 5"MIN,
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 1 Sd GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G < 2400 LBS ' U � 1810 LBS W1 (2) 3J4"* SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36) 1 Sd GALV, COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28-2 G < 4800 LBS, U � 1810 LBS W/ (4) 3f4'- SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLT/J-BOLT, V*
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS,
<br />WOOD LEDGER
<br />(ATTACHMENT DETAIL
<br />D SCALE: 3/4"=V-0"
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/I 0 10d TO
<br />TRUSS AND (4) 1/4" x 2 1/4!'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 19DO UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W110 10d TO
<br />TRUSS AND (4)114"x 2 I/C
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2" COVER & 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 3/4"=V-V
<br />..
<br />(2) 2X4 No 2 SYP DIAG
<br />"' '
<br />2x4 BLOCKING BETWEEN
<br />3 N d
<br />BRACE W (3) 12d Q? i�.
<br />W' ( ) " R
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />S (DAG BRACE TO
<br />X-BRACING IS PRESENT AT
<br />r
<br />, TRUSSES)
<br />COVER 5 TRUSSES)
<br />4�4' O.C. (AT SHEATHING
<br />0-4- TO 30'-0' (1) -r BRACE
<br />'ACE
<br />SEAMS)
<br />30r,l - TO 60--0 (3) 'X" BRACE
<br />SECURE ZxS PT. PLATE
<br />(1) x- BRACE 0 CENTER
<br />TO BLK W1 1/2" DIA.
<br />AL
<br />(2) ")CBRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 2"
<br />FROM CENTER TO END.
<br />ft
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6"
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32" OC
<br />_VTURAL
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2X8
<br />P.T. PLATE W/ 12d*� 8"
<br />STIFFBACK (AS PER
<br />D.C. MAX
<br />TRUSS ENG)
<br />CONT, 20 SECURED W/
<br />(2) 10d% @ EACH TRUSS
<br />TO BE INSTALLED 0
<br />10'-O"O.C. MAX.
<br />(�) NOT USED
<br />&EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />$CHEDUL
<br />SCHEDULE IEE�FRAMINGPLAN
<br />SEE �CHEDULE FOR BO
<br />-EDGER SCHEDULE d
<br />w
<br />5 1/2 MIN. EMBED. (TYP)
<br />IFT 49
<br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8"ALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4'-W.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />t4.
<br />CLOSER THAN 6"O/C.
<br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
<br />(2) PT
<br />DIA_,x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />NEDGESPACM
<br />C19iTIOLVACM
<br />A
<br />DOUBLE 2X8
<br />1 tz"
<br />11.
<br />16"O/C
<br />B
<br />DOUBLE 2x8
<br />3/*'
<br />S" 01C
<br />24"O/C
<br />C
<br />DOUBLE 2xI0
<br />1'..
<br />8" O/C
<br />16"O/C
<br />D
<br />DOUBLE 2xI0
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2XI 0
<br />3W
<br />S"Otc
<br />16"O/C
<br />F
<br />DOUBLE 2XI2
<br />314-
<br />O/C
<br />1 12" OIC
<br />WOOD LEDGER DETAIL
<br />E: 314"=V-0"
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 31*'=I'-01'
<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 (F1 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 H1 OA OR LOT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, FI, AND F2
<br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F1 AND F2 FORCES.
<br />SALTERN TE MATERIALS
<br />�� ALE: 3/4"=I'-0"
<br />A k C IN I T I C T 8-1
<br />6
<br />20ftjolgn
<br />I..
<br />Group.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdosigngroup.com
<br />AA 111: 0003325 A
<br />�m
<br />C5 .
<br />rat
<br />call
<br />ch Hil
<br />I ounDrv.
<br />SILVERADO
<br />LOT #6
<br />BLK #10
<br />PItOJZCT#
<br />03719,000-06101
<br />UODE1.
<br />"2045-LANTAN
<br />GAJP.ACI,E BWMG:
<br />RIGHT
<br />PAGM
<br />DETA11S
<br />U50 MPH EXP.
<br />Wov I
<br />rpmNT
<br />DAM 10/30
<br />8CAJL&'1/4"=1'-0"
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<br />S3. 1A
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