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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 �' 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_(J) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 t' NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 }'NAILS TO GIRDER
<br />W, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) i6d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />1T O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'x4',
<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, 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 />S1 b lc TYPICAL TRUSS/ SCALE:34"=1' 0
<br />GIRDER CONNECTOR(S)
<br />SAS
<br />BACKER KOCK
<br />TIICJOI�BS
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />12) 1/7' WOOD PANELS
<br />60
<br />(2) WY WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />51W GYPSUM BOARD OR 12" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE IJOIST TO TOP PLATE
<br />w/ (2) 12d 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 />12" GYP. WL BD.
<br />r,_"�I-JOIST CONNECTION @ L.B.W.
<br />(NO UPLIFT)
<br />OUTER 1( OF
<br />SPAN ONLY
<br />PLATE
<br />DEPTH 1/4'D
<br />—HOLE EDGE >518'
<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 />OAND BORING LIMITS
<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 5"
<br />MINIMUM CONCRETE
<br />EMBEDMENT, USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROORWALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />�--A41) SIMPSON LGT3-$DS2.5 GIRDER TIEDOWN
<br />WITH (4) J" x 5" TITEN HO TO CMU AND (12) BOB
<br />J' x 2 �' TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �' x 5" TITEN HD TO CMU AND (18) SOS �' x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3)16d
<br />(2) J' x s TITEN HD TO CMU AND (18) SDS J" x 3"
<br />GALV. COMMON NAILS.
<br />1x2 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, 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 = W85 LBS (2 PLY MIN.)
<br />2a 2b 2c TYPICAL ROOF
<br />GIRDER CONNECTOR(S) scALE:3a=ra'
<br />88iES
<br />BACK9iKM
<br />7FBCRM
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 1/2" WOOD PANELS
<br />80
<br />(2) 1PZ' WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ 10C 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. 7" EMBEDMENT
<br />TO SLAB 8 (18)16d x
<br />2-11" NAILS TO POST.,
<br />POST TO SIT
<br />DIRECTLY
<br />ON SLAB
<br />LVUWOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'-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 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 BOLTIJ-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 W/ (4) 314'" SIMPSON TITEN BOLTIJ-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: 3/4"=1'-0"
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W11010d TO
<br />TRUSS AND (4) IK' 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 2114"
<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 8 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-0"
<br />6- -9- MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4)
<br />(2) 2X4 No.2 SYP DIAG.
<br />2.4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d @ EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-U'O.C. (AT SHEATHING
<br />0'-0" TO W-a' (1) "X" BRACE
<br />SEAMS)
<br />W-l" TO 60'-0 (3)'X' BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE @ CENTER
<br />TO BLK W/ 1P7' DIA.
<br />(2) W BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 7'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2z WOOD FASCIA,
<br />STRENGTH EPDXY 5'
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 37' OC
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />DIAGONAL
<br />P.T. PLATE W/ 12d's 8"
<br />I. CHORD
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />ICING, SEE
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W/
<br />N FOR LOCATION
<br />EACH TRUSS
<br />NOT BE
<br />TO BE
<br />TO BE INSTALLED @
<br />S
<br />)UIRED
<br />10'-0" O.C. MAX.
<br />CHORD OF
<br />)D ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ. _,..
<br />lx4 BTM. CHORD BRACING 6'-D" O/C —� `—END WALL OR OTHER
<br />MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />IU-9' O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN
<br />COMMONSECTIOLSATEACHCHORDBTM. CHORD BRACING
<br />INTERSECTION NP.
<br />6 SCALE: 3/4"=1'-0"
<br />6 EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE T S BR. G OR BTM,
<br />CHEDU
<br />SCHEDULE SEE FREAATMINGPLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE O
<br />ul
<br />5 1/2" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, W 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 />g
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />CGMF CPGf INf� DFn111GFMFNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />SB70ESPACRIG
<br />CENTRALSPACING
<br />A
<br />DOUBLE 2x8
<br />1/I'
<br />W O/C
<br />16, O/C
<br />B
<br />DOUBLE 2x8
<br />314"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />117,
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2x10
<br />3W
<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 2.12
<br />3/4"
<br />6" O/C
<br />17' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE:-'=1'-'
<br />BLOCK WALL W/ GABLE END
<br />' PRE-ENG'D TRUSS SCALE 34'=V-a'
<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, Ft, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE:-'=1'-(Y'
<br />A R C N I T E C T t
<br />6
<br />�s
<br />GroupIna
<br />1441 N. RONA1"5
<br />AGAN BLVD.
<br />LONGWO32750
<br />PH: 4076078
<br />FAX: 40-4078
<br />wwwabdop.com
<br />AA #:
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<br />ILL)
<br />SvsDrv. ae LOT•.
<br />SILVERADO
<br />LOT #22
<br />BLK #14
<br />PROJECT*
<br />03719.001— 22141
<br />MODEL"
<br />"2045-LANTANA"
<br />GARAGE 9MNG:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />50 H E .
<br />2021
<br />DATE:03/02/21
<br />scALE: 1/4"=1'—O"
<br />SHEET
<br />S3.1A
<br />
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