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11) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 �' NAILS TO TRUSS
<br />(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) led x 1 J" NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 }" NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) led 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 />1x2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17' 0/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/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 />ENGINEERED WOOD
<br />TRUSSES C 24" WC,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 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 />S
<br />1 B 1 C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S) S°A`
<br />BACKIR BLOCKVMESS
<br />3/4" WOOD PANELS
<br />E
<br />(2)1/2" WOOD PANELS
<br />(2) 12" WOOD PANELS
<br />2x LUMBER
<br />C 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(91) 10d. 1 }'NAILS TO
<br />GIRDER. PROVIDE 6'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVAL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8" x N-W 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 />11__A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS
<br />}'x 2 Q' TO GIRDER
<br />341) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J" x 5" TITEN HO TO CMU AND (18) SOS }" x
<br />1x2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3) led
<br />GALV. COMMON NAILS.
<br />(2) Q" x 57ITEN HD TO CMU AND (18) SOS �' x 3"
<br />1x2 SECURED W/ 10d
<br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />17' 0/C
<br />SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 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) AL / `-
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W11010d 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/10 10d 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 />7COVER S 2' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1' a'
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d C EA. TRUSSES WHERE
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES) 4'-a' O.C. (AT SHEATHING
<br />BACNBTa=
<br />Sam TIIICIDE86 0'4" TO 30'-a' (1)'XC BRACE SEAMS)
<br />LSTA12 20 GAUGE 4500 3/4" WOOD PANELS 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE
<br />W/ 1Gdx12 HDG COMMON NAILS.
<br />C EACH END TOTAL OF 10 6000 (2)1/2 WOOD PANELS 6'-0" MAX (W/1X4) (1) X: BRACE DI CENTER TO BLK W/ 12" DIA.
<br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7'
<br />60 (2)12" WOOD PANELS 2R 10'-0" MAX (W/2X4)� FROM CENTER TO END. WASHER SET IN HIGH
<br />90 2x LUMBER
<br />2x WOOD FASCIA STRENGTH EPDXY 6"
<br />SEE ARCHITECTURAL MIN. EMBED. AT 37, OC
<br />1x4 DIAGONAL MAX.
<br />LVL/IJOIST WITH
<br />BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
<br />BACKER BLOCK BRACING, SEE P.T. PLATE W/ 12d's 8"
<br />PRE-ENG IJOIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX
<br />5/8" GYPSUM BOARD OR 1/7' HIGH o U a MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W!
<br />STRENGTH CLG. BOARD
<br />iV a REQUIRED (2)10d's C EACH TRUSS
<br />SECURE 1-JOIST TO TOP PLATE TO BE INSTALLED C
<br />W/ (2) 12d TOENAILS BTM. CHORD OF 10'-a' O.C. MAX.
<br />WOOD ROOF TRUSSES
<br />DOUBLE TOP PLATE
<br />2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8" A, B. WITH SEE SCHEDULE FOR
<br />MIN, T' EMBEDMENT BOND BEAM RED.
<br />WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) led x
<br />PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., I Tom'
<br />BTM. PLATE TO BE PT. POST TO SIT DIRECTLY
<br />PROVIDE DBL, TOP PLATE ON SLAB
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. BD.
<br />r,_'�I-JOIST CONNECTION @ L.B.W.
<br />`* !_E:3a"=r-a' (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM. —
<br />PLATE
<br />DEPTH 1/4'0
<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:1 vz=r=a'
<br />i
<br />LVLM/OOD POST CONNECTIONS
<br />5 SCALE: 3/4"mV-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) i6d GALV. COMMON NAILS AND (8) led 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) led GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS Wl (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28-2 G <48DO 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 />E - SIMPSON HGUS283 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLTIJ-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: 3/4"=1'-0"
<br />1x4 BTM. CHORD BRACING 6-0" 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. BTM. CHORD BRACING
<br />6
<br />V EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />HEDUL
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<br />5 112" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />m
<br />LAP A MIN OF 4'-a'.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />IIo
<br />4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILT] PAPS SIMPSON TITEN 114"
<br />(2) _ PT
<br />DIA, x 3" MASONRY SCREWS MAY BE USED,
<br />en ec.-1. ocni uoc...T
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />BEDGESPACBIG
<br />CENTRALSPACNO
<br />A
<br />DOUBLE 2x8
<br />12"
<br />8" Oic
<br />16, O/C
<br />B
<br />DOUBLE 26
<br />3/4"
<br />8" O/C
<br />24" Or
<br />C
<br />DOUBLE 2x10
<br />12"
<br />8" O!C
<br />16, O/C
<br />D
<br />DOUBLE 200
<br />314"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />3/4"
<br />6" O/C
<br />16, O/C
<br />F
<br />DOUBLE 202
<br />W4"
<br />6" O/C
<br />17, OIC
<br />S
<br />WOOD LEDGER DETAIL
<br />SCALE: 3/4"=T-01'
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS BCALE 34"=,'-°"
<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 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 F1 AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE:
<br />A k C N I T L C T=
<br />G Wol n
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD,FL32750
<br />PH: 407-774.6078
<br />FAX 407-7744078
<br />www.abdeslgngroup.com
<br />AA #: 0003326
<br />Pi
<br />44
<br />h.
<br />O
<br />IN
<br />1
<br />SUBDIV. ae IAT:
<br />SILVERADO
<br />LOT #3
<br />PROJECBLK. #15
<br />T1p
<br />03719.001-03151
<br />I[ODEL,
<br />"2558-HAWTHORNE"
<br />GARAGE 8111ING:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />150 MPH/W. B
<br />
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