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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />A l N 1 T I C T
<br />O 24' O/C, SUBMIT SHOP
<br />'ROOfNVALUFLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />AND APPROVAL
<br />FASTENER SCHEDULE'
<br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1Od x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE
<br />(1) SIMPSON HETAi6
<br /># 1100 UPLIFT SIMPSON
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALUFLOOR
<br />SHEATHING
<br />TRUSS ANCHOR WITH
<br />NOTE: APT SYP #22' x 4',
<br />HTSM20 W/10 1 Od TO
<br />TRUSS AND 4 x21/4'
<br />DBI 16d x 1 , NAILS TO TRUSS FASTENER SCHEDULE'
<br />DBE STRAP, 1 EACH SIDE WRAPS UP AND
<br />GI 10d x 1 1i• NAILS TO
<br />MINDER. PROVIDE 5'
<br />MAY O ADDED
<br />6', 8' x NAILS,
<br />tTd NAILS, 2 ROWS, 3'
<br />H01RS TO
<br />TITEN 2 POURED LINTEL
<br />TE
<br />CONT POURED LINTEL
<br />DesGrou�
<br />OVER TRUSS (NOT SHOWN)
<br />C-(,) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />NOTE: A PT SYP #2 2' x 4',
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />OI
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO.
<br /># 7900 UPLIFT (2) SIMPSON
<br />(18) tOd x 3 }' NAILS TO GIRDER AND 8', 8' x 4'-0' MAY BE ADDED
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3'
<br />CONNECTOR
<br />OPPOSITE FACES OF
<br />1441 N. RONALD REAOAN BLVD.
<br />WITH (12) ied x 3+�' NAILS TO GIRCER O/C TO FACILITATE ONE
<br />BLOCK WALL W/70 tOd TO
<br />LONOWOOD, FL 92780
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />A-(1) SIMPSON LOT3-SDS2.5 GIRDER TIEDOWN
<br />TRUSS AND (4) 1/4' x 2 1/4'
<br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />PH: 407-774-6078
<br />FAX: 407.774+i078
<br />1 x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS.
<br />WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS
<br />CONT POURED LINTEL
<br />www.abdesigngroup.com
<br />2x SECURED W/ (3) led
<br />}' x 2>3' TO GIRDER
<br />AA #: 0003325
<br />GALV. COMMON NAILS. ENGINEERED WOOD
<br />B{l) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />1x2 SECURED WI 10d TRUSSES @ 21 O/C,
<br />1>Q. WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS
<br />SEE ARCHITECTURAL
<br />3' TO GIRDER
<br />DRAFTING BY:
<br />12' O/C FOR REVIEW
<br />2x SECURED W/ 16d
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />A.B. DESIGN GROUP
<br />AND APPROVAL
<br />N
<br />GALV. COMMON NAILS.
<br />2
<br />() }' x 57ITEN HD TO CMU AND (18) SOS }' z 3•
<br />DAUMONTCENTE
<br />1x2 SECURED W/ 10d
<br />MASONRYBOND SCREWS TOGIRDER (EACH TIEDOWN )
<br />5439 BEAUMONT CENTER BLVD.
<br />GALV. COMMON NAILS
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />SUITE 1004
<br />MASONRY BOND BEAM
<br />12. 0/C
<br />SEE SCHEDULE SOLID, W EACH WAY OF BOLTS
<br />TAMPA, FLORIDA 33634
<br />SEE SCHEDULE
<br />PH: 813488-2628
<br />A ALLOWABLE UPLIFT = U: 1810 LBS, 1_ 770 LBS (1 PLY)
<br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
<br />TITEN 2 ANCHORS MIN.
<br />FAX: 8138863802
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />2' COVER & 2' APART
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />C ALLOWABLE UPLIFT = 8805 LBS (2 PLY MIN.)
<br />REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />A , Q ,,,
<br />1A 1B 1C SU�L 314
<br />pY
<br />TYPICAL ROOF
<br />3
<br />GIRDER CONNECTOR(S)
<br />SCALE:34°=,'-0
<br />GIRDER CONNECTOR(S)
<br />4
<br />T & G SUBFLOOR GLUED AND
<br />BRACE W/ (3) 12d O EA.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSSWHERE
<br />SCREWED AS PER SCHEDULE
<br />TRUSS (DIAG. BRACE TO
<br />X-BR CENG IS PRESENT AT
<br />PER ELEVATIONW/
<br />LSTA1220 GAUGE
<br />10d2 20 HDG COMMON NAILS.
<br />@ EACH END TOTAL OF 10
<br />8
<br />VZMKO:K'
<br />TIC
<br />I
<br />0'-0'TO 30'-O'(1)'X'BRACE
<br />30'-1' TO 60'-0 (3)'X' BRACE
<br />1 X' BRACE @ CENTER
<br />()
<br />FROM BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FA-C!AWASHER
<br />___
<br />4'-0' O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE / 1 PT. PLATE
<br />TO BLK W/ 1/2' DIA.
<br />ANCHOR BOLT W/IG
<br />SET IN HIGH
<br />STRENGTH EPDXY 6'
<br />w �
<br />M �
<br />M �
<br />•. •
<br />4600
<br />3/4' WOOD PANELS
<br />8000
<br />(2) 12' WOOD PANELS
<br />60
<br />(2)12' WOOD PANELS
<br />90
<br />2x LUMBER
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32. OC
<br />PER ELEVATION
<br />LVUI-JOIST WITH
<br />PRE -ENO GABLE TRUSS
<br />MAX.
<br />SECURE GABLE TO 2x8
<br />MAE
<br />7�PRE-ENG WOIST
<br />BACKER BLOCK
<br />POT.. PLAXTE W/ 12d's 8'
<br />518' GYPSUM BOARD OR 1/2' HIGH
<br />STIfFBACK (A3 PER
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W/
<br />STRENGTH CLG. BOARD
<br />(2) 1 Od's @ EACH TRUSS
<br />SECURE [-JOIST TO TOP PLATE
<br />TO BE INSTALLED @
<br />w/ (2) 12d TOENAILS
<br />10'-0. O.C. MAX.
<br />DOUBLE TOP PLATE
<br />bb{+
<br />�N— 2z4 OR 2x6 WOOD BEARING
<br />WALL W/ SYP 2 STUDS SEE
<br />' Il PLANS FOR SPACING. SINGLE
<br />MIN. 7WEMBEO ENT H
<br />F-1— TO SLAB L (18) 18d x ,_.,A—
<br />' • I 2-1/2' NAILS TO POST., '
<br />I
<br />E SCHEDULE FOR
<br />SE BOND BEAM EQ.
<br />� y�
<br />gg(Ig
<br />4500
<br />BAcmum
<br />TNICIO[68
<br />3/4' WOOD PANELS
<br />Ci m. PLAT a T0 BE n.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />12' GYP, WL BD.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />BLOCK WALL W/ GABLE END
<br />llu
<br />6000
<br />(2) 12• WOOD PANELS
<br />s0
<br />(2) 12' WOOD PANELS
<br />90
<br />2.LUMBER
<br />< • 1 • :. • o 1 - SCALE: 3/4'=1'0' EvinuiV. AC LOT:
<br />PRE-ENG D TRUSS SILVERADO
<br />LOT #1
<br />LVL/WOOD POST CONNECTIONS BLK 15
<br />5 scALE: va'=r-0' P3tOJECT#
<br />03719.000- 01151
<br />I -JOIST CONNECTION @ L.B.W.
<br />5'EDGE CENTRAL 1[ODEY-
<br />SPACING SPACING GARAGE BT►ING
<br />SEE SEE
<br />SCHEDULE, SCHEDULE SEE FRAMISRSEBFP� LANM. RIG HT
<br />6' 7• 7 6' 7' 7, 5. 5" 5" PAGE:
<br />d
<br />w
<br />7 t•
<br />@ @ @ @ THE USE OF ALTERNATE MATERIALS MAY BE DETAILS
<br />14*DSEE SCHEDULE FOR BOLT SIZE SEE (EDGER SCHEDULE d
<br />NOTCH DEPTH IEDG LLICl 51/2'MIN. EMBED. (TYP) USED SO LONG AS THEY CONFORM TO THE
<br />i. ENSURE THAT EXP. SOLTS/J-BOLTS ARE
<br />HOLE DIAMETER
<br />PLACED INTO GROUTED CELLS, 8' ALL AROUND
<br />OLE DIAMETER BOLT. FOLLOWING
<br /><2/5'D SGL. STUD = Z 2. END OF FRONT AND REAR LEDGER SHOULD
<br />OUTER 1/J OF °D g LAP A MIN OF 4'-0'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />D/E C A B 4 : Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES
<br />HOLE EDGE >578' a0 CLOSER THAN 6' 0/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />A - SIMPSON HUS28 . < COMMON
<br />LBS, U < 1280 LBS W/ (1) GALV.
<br />COMMON
<br />SIMPSON TITEN BOLT/J-BOLT, 5' MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4'
<br />EMBED (22) 18d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. DIA. x W MASONRY SCREWS MAY BE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE O
<br />B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PTRAM , THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO #i
<br />EMBED (22) led GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS, L
<br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3(4'° SIMPSON TITEN BOLT/J-BOLT, 5'
<br />01 MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS.
<br />D - SIMPSON HGU828-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3(4'° SIMPSON TITEN BOLT/J-BOLT, 5'
<br />BTM. HOLE DIAMETER MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS.
<br />PLATE < 3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE: 3/4'=1'-0'
<br />STUD NOTCHING
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />FEDGE11PACINO
<br />CENiRALSPACNNG
<br />A
<br />DOUBLE 20
<br />1/2'
<br />8' C/C
<br />IW O/C
<br />B
<br />DOUBLE 2x8
<br />3/4'
<br />8' O/C
<br />24' 0/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 />8' O/C
<br />24' O/C
<br />E
<br />DOUBLE 2x10
<br />3/4-
<br />6. OA7
<br />16' O/C
<br />F
<br />DOUBLE 2x12
<br />3/4'
<br />6' O/C
<br />12' O/C
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F1 AND F2 FORCES. A
<br />IY67
<br />DAR � 09/09/20
<br />11 ALTERNATE MATERIALS SCALE: 1/4"=1'-O"
<br />AND BORING LIMITS WOOD LEDGER DETAIL SCALE:3/4•=V-°' SHEET
<br />8 SQALE:, ,/2•=,'-°• 1�����'''''ry'yyy p
<br />SCALE: 3/4'=7'-0' S 3 . 1 !\
<br />
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