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A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />�9) 10d x 1 �'NAILS TO TRUSS
<br />B-(2) SIMPSON HETAl 6 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_(I) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />�16) 10d x 3 J'NAILS TO GIRDER AND
<br />2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 �'NAILS TO GIRDER
<br />lx2, 2� WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />72x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W1 10d
<br />GALV COMMON NAILS
<br />1 Z. O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />ROOFNVAULIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4".
<br />6", Wx 4'-U'MAY BE ADDED
<br />Wt 10d NAILS. 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEEREOWOOD
<br />TRUSSES @ 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U: 1810 LBS, L770 LBS (I PLY)
<br />B ALLOWABLE UPLIFT U:2365 UBS, L: 1430 UBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 LBS (2 PLY)
<br />S1A 1B 1 TYPICAL TRUSS/ SCALE 3/4!
<br />SS GIRDER CONNECTOR(S)
<br />3/4.'T & G SUBIFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<br />5/8" GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />�l �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 />$Elm
<br />lillitmem
<br />THICKNESS
<br />PROVIDE DBL. TOP PLATE
<br />4500
<br />3/4"WOOD PANELS
<br />PROVIDE BLOCKING
<br />6000
<br />(2) 112*1 WOOD PANELS
<br />I/Z'GYP. WL. SO,
<br />60
<br />(2) 1/2" WOOD PANELS
<br />90
<br />SEE SHEET SlAA FOR
<br />2.LUMBER NAIL SIZE AND PATTERN
<br />91L I
<br />r,__�I-JOIST CONNECTION @ L.B.W.
<br />�,��LE: -'=l'-9' (NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM, -
<br />PLATE
<br />DEPTH 114*D
<br />—HOUE EDGE �518"
<br />—HOUE DIAMETER
<br />2/6*D SGL STUD
<br />I /—HOUE EDGE >5/8"
<br />---HOUE DIAMETER
<br />� 3/5*D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />ENGINEERED WOOD TRU
<br />0 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 J'NAILS TO
<br />GIRDER. PROVIDE 5"
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTIONWITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />lx2, 2K WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ I Od
<br />GALV COMMON NAILS
<br />1710/c
<br />--l— 11.
<br />BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />ROOFNVAUUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" . 4",
<br />6', 8" x 4'-U'MAY BE ADDED
<br />Wl 10d NAILS, 2 ROWS, 3'
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />A-(l) SIMPSON LGT3�SDS2.5 GIRDER TIEDOWN
<br />WITH (4) t'x 5" TITEN HD TO CMU AND (12) SIDS
<br />�'x 2 �'TO GIRDER
<br />B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J'x 5" TITEN HD TO CMU AND (18) SOS J'x
<br />3" TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TEDOWNS WITH
<br />(2) �'x 571TEN HD TO CMU AND (18) SOS J'x 3'
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 URS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.)
<br />(2A 2B TYPICAL ROOF SCALE. 3f4'*=l'-Cl'
<br />��_ GIRDER CONNECTOR(S)
<br />LSTA12 20 GAUGE
<br />W/ 10010/2 HOG COMMON NAILS.
<br />@ EACH END TOTAL OF 10
<br />4
<br />SERIES
<br />&#ZMKM
<br />THICIIINESS
<br />4500
<br />3/4" WOOD PANELS
<br />8000
<br />(2) 112" WOOD PANELS
<br />60
<br />(2) If2" WOOD PANELS
<br />90
<br />2�LUMBER
<br />LVUI-JOISTWITH
<br />BACKER BLOCK
<br />HTT4 W/ 5/8" A.8 WITH
<br />MIN 7" EMBEDMENT
<br />To SLAB & (18) 16d x
<br />2-1/Z'NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB �
<br />LVL/\/VOOD POST CONNECTIONS
<br />SCALE 314"=V-0"
<br />NOTE:
<br />7- —WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A-SIMPSON HUS28G� 1200LBS, U � 128OLSSW/(1)314" SIMPSONTITEN 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 UBS Wl (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 HGUS2&2 G , 2400 LBS, U < 1810 UBS Wl (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 W1(4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED �36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS
<br />E - SIMPSON HGUS28-3 G < 4800 UBS, 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 />ATTACHMENT DETAIL
<br />9 SCALE. 314"=l'_V
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1 0 1 Od 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 W110 10d TO
<br />TRUSS AND (4) 1/,T'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 />SCALE -"=l'-"
<br />6'-0' MAX (W/lX4)
<br />OR 10'-0" MAX (W/2X4)
<br /># K
<br />(2) 2X4 No 2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d C
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE T
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-0" O.C. (AT SHEATHING
<br />01-0" TO 30-4- (1)'W" BRACE
<br />SEAM I
<br />30--l" T060--0�3)"X- BRACE
<br />SECURE 2)(8 PT. PLATE
<br />BRACE @ CENTER
<br />TO BLK W/ 1/Z'DIA
<br />�1�::X:
<br />2 X: BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ Z'
<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 3Z'OC
<br />lx4 DIAGONAL
<br />MAX
<br />BTM.CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />BRACING, SEE
<br />P.T. PLATE W/ 12d'. 8"
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.0 MAX
<br />MAY NOT BE
<br />REQUIRED
<br />TRUSS ENG) �M[C.NT..4SECURE.Wl
<br />( 11 � @ EACH TRUSS
<br />TO BE INSTALLED @
<br />BTM. CHORD OF
<br />10'-01' O.C. MAX.
<br />WOOD ROOF TRUSSES
<br />lx4 BTM. CHORD BRACING 6-13" O/C END WALL OR OTHER
<br />MAX,, OR 2x4 BTM CHORD BRACING END TYPE CONDITION IF
<br />10*-0" O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />,2
<br />5'EDGE CENTRAL
<br />SPACING SPACING
<br />SEE SEE STM
<br />�CHEDUL,� SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE _J LSEE LEDGER SCHEDULE
<br />5 112" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />H, H BOLT,
<br />2. ENO OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4'-U',
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN F'O/C.
<br />6. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
<br />(2) PT DIA. x 3!'MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />V EDGE SPACI
<br />ceirmSPACING
<br />A
<br />DOUBLE 2X8
<br />ilzl
<br />81, On
<br />16, O/c
<br />B
<br />DOUBLE 2X8
<br />3/4"
<br />91 O/c
<br />24" O/C
<br />C
<br />DOUBLE 20 0
<br />81, Oic
<br />16, O/C
<br />D
<br />DOUBLE2910
<br />14"
<br />81, Olc
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />3/4!'
<br />61 01C
<br />16, O/C
<br />I F
<br />DOUBLE 2112
<br />1 3/4"
<br />1 61 01c
<br />1z, O/C
<br />WOOD LEDGER DETAIL
<br />SCALE: 3/4"=l'-Cl'
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />�,�PR�E-ENGFDTRO"S��
<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 LOAD$ 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, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES
<br />S ALTERNATE MATERIALS
<br />S
<br />�� CALE 3/4"=T-01'
<br />i R C N I T I C T 8
<br />6
<br />G r ZN10
<br />buspOL 2m
<br />41 N. RONALD REAGAN BL�
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003325
<br />DRAFTING BY: Mm"Ill
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 81
<br />8=6--2628
<br />FAX: 62802
<br />lunDiv. ac LOT,
<br />SILVERADO
<br />LOT #1
<br />BLK #10
<br />PR
<br />OJECT#
<br />03719.001-01101
<br />MODET-
<br />2368-DESTIN
<br />GAJ%AGE BTfMO:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />%,150 MPH EXP.
<br />0 1
<br />7
<br />F-PIUNT
<br />DATM! 08/171/91
<br />SCALJC: 1/4"=l'—O"
<br />WMET
<br />S3. IA
<br />
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