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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(B)90tl x 1 z' 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-(i) SIMPSON LGT2 GIRDER TIEDOWN WTH
<br />(16) 1Od x 3 }" NAILS TO GIRDER AND
<br />(2)SIMPSON HETAI6 TRUSS ANCHORS
<br />WITH (12)16d x 3 J' NAILS TO GIRDER
<br />lx2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/(3)16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: APT SYP #27 x 4",
<br />8", 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 c U: 1810 LBS, L770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A 1B 1C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S) SCALE: al4"=l'-0"
<br />>99$
<br />BAC103l BLOCK
<br />THO"
<br />4500
<br />3X' WOOD PANELS
<br />6000
<br />(2) 1/2"WOOD PANELS
<br />60
<br />(2) in" 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 1/7' HIGH
<br />STRENGTH CLG BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />W (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 2x8 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 />in" GYP. WL BD.
<br />SEE SHEET SlAA FOR
<br />NAIL SIZE AND PATTERN
<br />G
<br />I -JOIST CONNECTION L.B.W.
<br />SCALE 34-' 0 (NO UPLIFT)
<br />DEPTH 1/4-D
<br />—HOLE EDGE>5/8"
<br />—HOLE DIAMETER
<br />< 2/5'0 SOL. STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 17=1'-0
<br />EDGE>561
<br />HOLE DIAMETER
<br />< 3/5`0 DBL. STUD
<br />ENGINEERED WOOD TR(
<br />0 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETAI6 —
<br />TRUSS ANCHOR WITH
<br />(9) 10d x 1 }' NAILS TO
<br />GIRDER. PROVIDES'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: APT SYP #27'. 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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />—A-(1) SIMPSON LGT3-SDS2.5 GIRDERTIEDOWN
<br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS
<br />}' x 2 �' TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDCWN WITH
<br />(2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x
<br />1 x2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWIJS WITH
<br />2x SECURED W/(3)16d
<br />(2) i' x 5"TITEN HD TO CMU AND (18) SDS +' x 3"
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 1Dd
<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 = 3285 LBS (20R 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />2A 26 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S) SCALE:"
<br />BF
<br />BACI03t BLOCK
<br />7MC10®1
<br />1500
<br />3/4" WOOD PANELS
<br />8000
<br />(2) 1n" WOOD PANELS
<br />80
<br />(2) in" WOOD PANELS
<br />BO
<br />2z LUMBER
<br />LSTA12 20 GAUGE
<br />W/ tOdxi 2 HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVUI-JOISTWITH
<br />BACKER BLOCK
<br />HT14 W/&S'A.B. WITH
<br />MIN. 7"EMBEDMENT
<br />TO SLAB & (18)16d x
<br />2-1/2" NAILS TO POST.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4:. 4 �.
<br />LVLMOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=V-a'
<br />NOTE
<br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1260 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/(2) 3/4"" SIMPSON TITEN BOLT6IBOLT, 5"
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)18d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (38) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE:
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 114"
<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 W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POUREOUNTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN,
<br />2" COVER & 7APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-a'
<br />6'-0" MAX (W/lX4)
<br />QR 10'-0" MAX (W/2X4)
<br />lx4 BTM. CHORD BRACING 6'A"O/C
<br />MAX, OR 2.4 BTM. CHORD BRACING
<br />10'-0" O/C MAXSECURED W/ (2)10d
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=l' (P
<br />ix4 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 />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />HEDUL
<br />SCHEDULE SEE FRAMINGPLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />onc
<br />SEE LEDGER SCHEDULE W
<br />5 in" MIN. EMBED. (TYP)
<br />i. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />BOLT,
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />a0 g
<br />LAP A MIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />=
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />°p
<br />CLOSER THAN 8" O/C.
<br />5. IN LIEU OF HILT[ PAPS SIMPSON TITEN 1/4"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />VEDGEBPACIIG
<br />CDRRALBPAM
<br />A
<br />DOUBLE 2x8
<br />1/7,
<br />8" WC
<br />16, O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />1/7,
<br />81,010
<br />16, O/C
<br />D
<br />DOUBLE 2110
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2110
<br />314"
<br />fill O/C
<br />16' O/C
<br />F
<br />DOUBLE 2112
<br />3/4"
<br />6" O/C
<br />12' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1'-a'
<br />(2) 2X4 No.2 SYP OIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d 4D EA
<br />TRUSSES MERE
<br />TRUSS(DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-0" O,C. (AT SHEATHING
<br />0'-0" TO 30'-0" (1) W BRACE
<br />SEAMS)
<br />30'-1" TO 80'-0 (3) "X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE O CENTER
<br />TO BLK WI 1/2" DIA
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/7'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 37'OC
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/12d's 8"
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED
<br />(2) 10d% 4B EACH TRUSS
<br />TO BE INSTALLED
<br />10'-O" O.C. MAX
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END _
<br />PRE-ENG'D TRUSS SDALE:�""=10'
<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 (Fi 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 HiOA 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 F1 AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE:
<br />ro�u�
<br />7
<br />441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774.4078
<br />www.abdosig0group.00m
<br />AA #: 0003325
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134386-2628
<br />FAX: 813.886.2802
<br />
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