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A-( I) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 �' NAILS TO TRUSS
<br />642) 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 />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1Od 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 W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />W SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8" x 4'-U'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 />ANDAPPROVAL
<br />A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1a .1 1c TYPICAL TRUSS/ SCALE: $4"=1'-0"
<br />GIRDER CONNECTOR(S)
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/8" GYPSUM BOARD OR 1/7' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE IJOIST TO TOP PLATE
<br />wl (2)12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 2c6 WOOD BEARING
<br />WALL W/ SYP No 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />BACNERILOCK BTM. PLATE TO BE PT.
<br />g TflClflM PROVIDE DBL, TOP PLATE
<br />4500 3/4" WOOD PANELS PROVIDE BLOCKING
<br />6000 (2)12" WOOD PANELS 1/7' GYP. WL. BD.
<br />60 (2) 12" WOOD PANELS
<br />90 2x LUMBER SEE SHEET A FOR
<br />NAIL SIZE AND D PATTERN
<br />r-,-'�I-JOIST CONNECTION @ L.B.W.
<br />-* BDALE:314"=T-O" (NO UPLIFT)
<br />NOTCH DEPTH 1/4'D
<br />O
<br />HOLE EDGE >5/8"
<br />HOLE DIAMETER
<br />2/5'D SOL. STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />HOLE EDGE >5/8'
<br />BTM. HOLE DIAMETER
<br />PLATE < 3/5•11 D.L. STUD
<br />STUD NOTCHING
<br />�01 AND BORING LIMITS
<br />U SCALE: 1 12"=1'-0"
<br />ENGINEERED WOOD TRU
<br />@ 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 10d x 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 />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Tx 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 />L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) ?' x 5" TITEN HD TO CMU AND (12) SDE
<br />}" x 2 J' TO GIRDER
<br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) }'x 5" TITEN HO TO CMU AND (18) BIDS }" x
<br />bQ, 2. WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />(2) }" x 5"TITEN HO TO CMU AND (18) SOS �' x 3'
<br />lx2 SECURED W/ 10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />12. O/C SEE SCHEDULE
<br />SOLID, &' 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 />c TYPICAL ROOF
<br />r2a 2 b 2
<br />GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0'
<br />SEM
<br />WIW BLOCK
<br />THIGBIE88
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />80
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/,_1/2 HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVUIJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 5/8" A.B. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB �SITDIRECTLY
<br />16d x
<br />2-1/2" NAIPOST.,
<br />POST TO
<br />ON SLAB
<br />LVL/WOOD POST CONNECTIONS
<br />5
<br />NOTE:
<br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<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 BOLT/J-BOLT, 6' MIN.
<br />EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS2&2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6'
<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 < 1610 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: 3/4"=V-(P
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/10 10d 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 W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 114'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />7' COVER & 2' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=V-0'
<br />6-0" MAX (W/1X4)
<br />OR 10--0" MAX
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12, @ 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 @ CENTER
<br />TO BLK W/ 12" 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 32" OC
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />1x4 DIAGONAL
<br />P.T. PLATE W/ 12d's 8"
<br />BTM. CHORD
<br />STIfFBACK (AS PER
<br />O.C. MAX
<br />BRACING, SEE
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W1
<br />PLAN FOR LOCATION
<br />(2) IDS. @ EACH TRUSS
<br />MAY NOT BE
<br />TO BE INSTALLED @
<br />REQUIRED
<br />10'-0" O.C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />lx4 BTM. CHORD BRACING 6'-O" 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 />COMMONINTERSECTION
<br />CHORD BRACING
<br />INTERSECTION TYP.
<br />6 SCALE:—'=l'-0"
<br />5'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 />512" MIN. EMBED. (TYP)
<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 />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 />of
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
<br />(2) _ PTA
<br />DIA. x 3' MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />FEDGESPACING
<br />CENTRALSPACBN3
<br />A
<br />DOUBLE 2x8
<br />12"
<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 WO
<br />1/2"
<br />8" O/C
<br />16" O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2x10
<br />3/4"
<br />6' O/C
<br />16, O/C
<br />F
<br />DOUBLE 2x12
<br />3/4"
<br />6" O/C
<br />17' O/C
<br />SWOOD LEDGER DETAIL
<br />SCALE:-"=1'-0'
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE 3/4"=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 (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 HiOA 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 />ALTERNATE MATERIALS
<br />SCALE. 3/4"=T-0'
<br />A R C N I T R C T R
<br />Grou i In
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD,FL32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdealgngroup.com
<br />AA #: 0003325
<br />xk
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<br />SUBDIV. & LOT:
<br />SILVERADO
<br />LOT #19
<br />BLK #10
<br />PROJECT#f
<br />03719.001-19101
<br />MODEL
<br />"2045-LANTANA"
<br />GARAGE SWING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />50 PH
<br />PRINT 7/9/21
<br />DATE:
<br />SCALE: 1/4"=1'-O"
<br />SHEET
<br />%S3.1A
<br />
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