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A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1Od x 1 }" NAILS TO TRUSS
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 J" NAILS TO TRUSS
<br />DEL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od x 3 }" NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 }" NAILS TO GIRDER
<br />1x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<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 />ENGINEERED WOOD
<br />TRUSSES 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U: 1810 LBS, L:T70 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, 1_: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)
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 1/7' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE TRUSS TO TOP PLATE wl (2)
<br />16d TOENAILS
<br />DOUBLE TOP PLATE
<br />ENGINEERED WOOD TRU
<br />® 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR W ITH
<br />(9)10d x 1 i" NAILS TO
<br />GIRDER. PROVIDE 5"
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x 4'-0" MAY BE ADDED
<br />W/ 1 Od NAILS, 2 ROWS, 3"
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />L-A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) r x 5" TITEN HD TO CMU AND (12) SOS
<br />}" x 2 j' TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />1x2, 2x WOOD FASCIA (2) in x W TITEN HD TO CMU AND (18) SOS }" x
<br />SEE ARCHITECTURAL 3" TO GIRDER
<br />2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS. (2) j" x 5*TITEN HD TO CMU AND (18) SOS }' x 3'
<br />Ix2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />EA
<br />GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED
<br />12" O/C SOLID, 8' EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LSS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />2A 2B 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S)
<br />LSTAI2 20 GAUGE
<br />W/ 10dxtn HOG NAILS
<br />@ EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />1TT4 W/ 5I8" A.B. WITH
<br />AIN. 7" EMBEDMENT
<br />TO SLAB 8 (18)16d x
<br />2x4 OR 2x6 WOOD BEARING 2-in" NAILS TO POST.,
<br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY
<br />PLANS FOR SPACING, SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. BD.
<br />.a.• 9 i.. .�.
<br />%_'�GIRDER/WOOD POST CONNECTIONS
<br />J SCALE: 3/4'=1'-0"
<br />,/�FLOOR TRUSS CONNECTION @ L.B.W.
<br />* SCALE:314"=V-0" (NO UPLIFT)
<br />OUTER 9/3 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH 1/4'D
<br />-HOLE EDGE >5/8"
<br />-HOLE DIAMETER
<br />< 2/5"D SGL. STUD
<br />HOLE EDGE >5/8"
<br />HOLE DIAMETER
<br />< 3/5"D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 scALE:11n°=r-0scALE:11n"=r-0"
<br />A-SIMPSON HUS28 G < 1200 LBS, U < 1280 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 BOLTIJ-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 WI (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 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 WI (4) 3/4"" 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) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE: 3l4""=1'-0-0"
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1000 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/10 1 Od TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<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 8 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 314"=1'-0"
<br />6'-0" MAX (W/1X4)
<br />OR 10'-0" MAX (WI2X4)
<br />1 x4 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 />Ix4 BTM. CHORD BRACING 6-0" O/C —/ `-END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'4- O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />C� H�
<br />SCHEDULE MIN PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />5 112" MIN. EMBED. (TYP)
<br />SEE LEDGER SCHEDULE d
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />0°
<br />LAP A MIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />m
<br />CLOSER THAN 6' O/C.
<br />5. IN LIEU OF HILTI 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 />BOLTSIZE
<br />FEDGE&PAM
<br />CBRRALSPACING
<br />A
<br />DOUBLE 2x8
<br />in"
<br />11.01
<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 />in"
<br />8""
<br />16"O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2xl0
<br />3/4"
<br />6" O/C
<br />16" O/C
<br />F
<br />DOUBLE 2,12
<br />3/4"
<br />8" on
<br />12" O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 314"=V-0"
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d 0 EA
<br />TRUSSES WHERE
<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) -X" BRACE
<br />SEAMS)
<br />30'-1" TO 60'-0 (3) X' BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE 0 CENTER
<br />TO BLK WI 1n" DIA.
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 2"
<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 32" OC
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />P,T. PLATE W/ 12d'a 8"
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED Wl
<br />(2)10d's @ EACH TRUSS
<br />TO BE INSTALLED Q
<br />10'-0" O.C. MAX.
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENGD TRUSS SCALE: 314"=1'-0"
<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 (Ft 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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO FI AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE: 3/4"=1'-a'
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO,FL32750
<br />PH: 407-774 6078
<br />FAX: 407-774,4078
<br />www.abdoslgngroup•com
<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: SISSM-2628
<br />FAX: 8134388.2802
<br />BUDDIV de LOT:
<br />SILVERADO
<br />LOT ##18
<br />BLK ##13
<br />PROJECT/4
<br />mopmm u
<br />2795-D
<br />GARAGZ SVnNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />V.150AWH EA B
<br />E
<br />D W 01/30.
<br />BCALM- 1/4"=1'—O"
<br />8*1z=
<br />s3.1A
<br />
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