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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 } NAILS TO TRUSS
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 J" NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16)10dx3}"NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 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 />1x2 SECURED W/ 1Od
<br />GALV, COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />9', 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 @ 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = UASI0 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 />STYPICAL TRUSS/ SCALE: 314"=17
<br />SS1A 1B 1C GIRDER CONNECTOR(S)
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />50' GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE TRUSS TO TOP PLATE w/ (2)
<br />16d 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 />in"GYP. WL, BD.
<br />a
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />Y SCALE:3/4"=V-0" (NO UPLIFT)
<br />DEPTH 1/4'D
<br />—HOLE EDGE -518"
<br />—HOLE DIAMETER
<br />< 2/5"D SGL. STUD
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />o scALE:11n"=r-0"
<br />EDGE >518"
<br />HOLE DIAMETER
<br />< 3/5°D DBL, STUD
<br />ENGINEERED WOOD TRU
<br />G 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16 —�
<br />TRUSS ANCHOR WITH
<br />(9)1 Od x 1 }" NAILS TO
<br />GIRDER. PROVIDE 5"
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />ld
<br />Zx SECURED W/ (3)18d
<br />ZZ
<br />GALV. COMMON NAILS.
<br />Ix2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />12" O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8" x 4'4' 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) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) BIDS
<br />}"x2} TOGIRDER
<br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)} x 5" TITEN HD TO CMU AND (18) SDS }'x
<br />3" TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2)} x 5"rITEN HD TO CMU AND(18) SIDS }"x3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<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 />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />29A 28 �C TYPICAL ROOF
<br />GIRDER CONNECTORS) -
<br />LSTA12 20 GAUGE
<br />W/ IOdxl/2 HOG NAILS
<br />EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />HTT4 W/ 5/8" A.B. WITH
<br />MIN. 7" EMBEDMENT
<br />TO SLAB & (18)1 Sd x
<br />2-1/2" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />a.
<br />a • Q
<br />r,_'�GIRDER/WOOD POST CONNECTIONS
<br />J SCALE: 3/4"=1'-0"
<br />A - SIMPSON HUS28 G < 1200 LSS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN.
<br />EMBED (22)16d GALV. COMMON NAILS AND (8) ISd GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (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 WI (2) 3/4" SIMPSON TITEN BOLT/JSOLT, 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)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/JSOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) l6d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />D
<br />L
<br />SCALE: 3/4"=V-0"
<br />6-0" MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4))
<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 /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL WI1010d 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 & 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=l'-0'
<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 />ix4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER
<br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />NTERsscnoNrrv. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE tM
<br />,5CHEDULF,
<br />SCHEDULE SEE F MI G LAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE WO
<br />51/2" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/) -BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT,
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />g
<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 />CLOSER THAN 6" OIC.
<br />S. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
<br />(2) _ PTA
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />seuo soec/uc 1 uoou
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />8®OE8PAcm
<br />CEVRN.BPACMO
<br />A
<br />DOUBLE 2x8
<br />1/2"
<br />8" O/C
<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 />1/2"
<br />8" O/C
<br />16" O/C
<br />D
<br />DOUBLE 2X10
<br />3/4"
<br />B. O/C
<br />24" O/C
<br />E
<br />DOUBLE 2XI O
<br />3/4"
<br />6" 0/0
<br />16" O/C
<br />F
<br />DOUBLE 2xl2
<br />3/4"
<br />6" O/C
<br />12" O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4""1'-0"
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0" TO 30'-0" (1) "X" BRACE
<br />30'-1"TO 60'-0 (3)'W BRACE
<br />(1) "X" BRACE 0 CENTER
<br />(2) "JC' BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS—�
<br />STIFFBACK (AS PER
<br />TRUSSENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2X4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />XSRACING IS PRESENT AT
<br />4'-0" Q.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8PT. PLATE
<br />TO BLK W/ in" DIA.
<br />ANCHOR BOLT W/ 2"
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY G'
<br />MIN. EMBED. AT 32" OC
<br />MAX.
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/ 12d's 8"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 10d.
<br />Q EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />7 BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE:34"=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 (Fl 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 />SALLTIERNATE MATERIALS
<br />SCALE: 3/4"=V-0"
<br />A N C N I T L C T 8
<br />Grou i n
<br />441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdea(g igroup.com
<br />AA #: 0003325
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SURE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 813406.2628
<br />FAX: 8134388.2802
<br />olNllll�l
<br />BIIIIIIIII�
<br />BUDDIV. ea LOT'.
<br />SILVERADO
<br />LOT #12
<br />BLK 13
<br />PROJECT#
<br />03719.000-12131
<br />MODM
<br />2795—F
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />- 7/07/20
<br />DATE:
<br />ECALE: 1/4"=1'-0"
<br />S3.1A
<br />
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