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A R C N I T[ C T 8
<br />ENGINEERED WOOD TRUSSE
<br />PLYWOOD SHEATHING, SEE
<br />6 24" O1C, SUBMIT SHOP
<br />"ROOF/WALUFLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br /># 1100 UPLIFT SIMPSON
<br />(B) 10d x 1 �" NAILS TO TRUSS
<br />PLYWOOD SHEATHING, SEE
<br />(1) SIMPSON HETA78
<br />HTSM20 WI1010d TO
<br />8{2) SIMPSON HETAt 6 TRUSS ANCHOR WITH
<br />ROOFIWALUFLOOR
<br />TRUSS ANCHOR WITH
<br />NOTE: APT SYP #2 2" x d",
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />(12) 16d x 1 }" NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />(8) t Od x 1 j" NAILS TO
<br />GIRDER. PROVIDE 5"
<br />8", 8" x 4'-0" MAY BE ADDED
<br />WI10d NAILS, 2 ROWS, 3"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />!���
<br />. 11pCi N
<br />OVER TRUSS (NOT SHOWN)
<br />MINIMUM CONCRETE
<br />O/C TO FACILITATE ONE
<br />GrOu{1�.
<br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />NOTE: A PT SYP #2 2" x 4",
<br />EMBEDMENT. USED IN
<br />ADDITIONAL PLY MAX. TO
<br />GIRDER
<br /># 1800 UPLIFT (2) SIMPSON
<br />(16) 10d x 3 }^ NAILS TO GIRDER AND
<br />8", 8" x 4'-0" MAY BE ADDED
<br />CONJUNCTION WITH
<br />ACCOMMODATE
<br />HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />N. RONALD REAGAN BLVD.
<br />(2) SIMPSON HETAi6 TRUSS ANCHORS
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />HEAVY UPLIFT
<br />TIEDOWN REQUIREMENTS.
<br />OPPOSITE FACES OF
<br />1441
<br />WITH (12)16d x 3 }" NAILS TO GIRDER
<br />O/C TO FACILITATE ONE
<br />CONNECTOR
<br />BLOCK WALL W/1010d TO
<br />LONGWOOD, FL 32750
<br />ADDITIONAL PLY MAX. TO
<br />SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />TRUSS AND (4)1/4" x 2114"
<br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />PH: 407-774.6078
<br />FAX' 407.77 -4078
<br />lx2, 2x WOOD FASCIA
<br />ACCOMMODATE TRUSS
<br />WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS
<br />CONT POURED LINTEL
<br />www. www.abdesigngroup.com
<br />group
<br />SEE ARCHITECTURAL
<br />ANCHOR REQUIREMENTS.
<br />}" x 2 k TO GIRDER
<br />AA N: D003325
<br />SECURED W/ (3)16d
<br />GALV COMMON NAILS
<br />ENGINEERED WOOD
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />1x2 SECURED W/ 10d TRUSSES @ 24" On, 1x2, 2x WOOD FASCIA (2)7/" x 5" TITEN HD TO CMU AND (18) SOS }" x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER
<br />12" O/C FOR REVIEW 2x SECURED WI (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL GALV. COMMON NAILS. (2) k x 5'TITEN HO TO CMU AND (18) SOS }• x 3"
<br />1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
<br />MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />SEE SCHEDULE
<br />A ALLOWABLE UPLIFT = U:i 810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN.
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) 2" COVER 8 2" APART
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />1a 1b 1;, _,' TYPICAL ROOF 3 scALE:3/a"=r-0'•
<br />GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S)
<br />3/4" T 8 G SUBFLOOR GLUED AND T 2X4 No.2 SYP DIAG. TRUSSES WHERE ING BETWEEN
<br />BRACE W/ (3) 12d EA�
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />LSTA12 20 GAUGE
<br />P T W/ 1Odx"2 HDG COMMON NAILS.
<br />(a� EACH END TOTAL OF 10
<br />0'-0" TO 30'-0" (1) "X" BRACE � �I
<br />30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE @ CENTER TO BLK W/ 12" DIA.
<br />(2)'W' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2"
<br />8'-0" MAX (W/1X4) FROM CENTER TO END, WASHER SET IN HIGH
<br />�R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6"
<br />�r * SEE ARCHITECTURAL MIN. EMBED, AT 32"OC
<br />MAX.
<br />PER ELEVATION r SECURE GABLE TO 2x8
<br />LVVIJOIST WITH PRE-ENG GABLE TRUSS
<br />BACKER BLOCK 10DIAGONAL P.T. PLATE W/ 12d'4 8"
<br />PRE-ENG I -JOIST BTM. CHORD STIFFBACK (AS PER O.C. MAX
<br />5/8" GYPSUM BOARD OR 112" HIGH �i BRACING, SEE TRUSS ENG) CONT. 2X4 SECURED WI
<br />10d's la
<br />STRENGTH CLG. BOARD I` PLAN FOR LOCATION ' V
<br />SECURE 1-JOIST TO TOP PLATE N a REQUIRED 01O.C.
<br />EACH TRUSS
<br />MAY NOT BE 10-0EOINCSTALLEO (�
<br />W/ (2) 12d TOENAILS I—
<br />DOUBLE TOP PLATE BTM. CORD OF M
<br />WOOD ROOF TRUSSES
<br />HTTd W/ 5/8" A.B. WITH SEE SCHEDULE FOR
<br />20 OR 2x6 WOOD BEARING MIN. 7" EMBEDMENT BOND BEAM REQ.
<br />WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) 16d x
<br />PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST.,
<br />Rhoa am
<br />7HOOM
<br />4500
<br />3/4" WOOD PANELS
<br />8000
<br />(2) 12' WOOD PANELS
<br />60
<br />(2) 1/2- WOOD PANELS
<br />80
<br />2x LUMBER
<br />8m
<br />BACMBlDC1C%11STM.
<br />lHam88
<br />PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />12" GYP. WL. BD.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4
<br />ix4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER
<br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'1T O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />/^\ BLOCK WALL W/ GABLE END
<br />9
<br />314' WOOD PANELS
<br />6000
<br />12)1/2" WOOD PANELS
<br />60
<br />(2) 12" WOOD PANELS'c•
<br />90
<br />2x LUMBER
<br />< . . .. .. <
<br />INTERSECTION TYP.
<br />BTM. CHORD BRACING
<br />I PRE-ENG'D TRUSS SCALE: 3/4'--V-0"
<br />6
<br />SCALE: 3/4"=1'-0"
<br />• 0 «`
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3l4"=,'-0"
<br />r,_�I-JOIST CONNECTION @ L.B.W.
<br />�*
<br />5'EDGE CENTRAL
<br />6DALE:3/4"=V-0"
<br />UPLIFT)
<br />SPACING SPACING
<br />(NO
<br />SEE SEE wg7M.
<br />HE
<br />CDUL' SCHEDULE SEE U ING PLAN
<br />8„ 7„ 7« 5« 5« 5«
<br />LL
<br />0 0 0
<br />SE SMINE�MBED BOLT SIZE SEE LEDGER SCHEDULE W
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />NOTCH DEPTH i/4"D
<br />o�'
<br />Cf-
<br />w
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />USED SO LONG AS THEY CONFORM TO THE
<br />HOLE EDGE>5/8"
<br />HOLE DIAMETER
<br />BOTEO INTO GROUTED CELLS, WALL AROUND
<br />FOLLOWING
<br />Iac7>9an►. as LOT:
<br />SILVERADO
<br />LOT: 9
<br />BLK: 14
<br />PUDJWT#
<br />03719.000— 09141
<br />MODMIA
<br />"2045—LANTANA"
<br />GA>teAGN 8WDf -
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />50 MPH EXP.
<br />< 2/5"D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD
<br />z
<br />OUTER 1/3 OF °D 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 Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES
<br />HOLE EDGE >5!8" °D CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
<br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. xqAMF 3" MASONRY SCREWS MAYBE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. L
<br />C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) 314!'* 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 WI (4) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5"
<br />BTM. OLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) i6d GALV. COMMON NAILS.
<br />PLATE < 3/5"D DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < IWO LBS WI (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)18d 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 />BOLT SIZE
<br />VEDGESPACM6
<br />109flM8PACM0
<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" 0/C
<br />C
<br />DOUBLE 2X,0
<br />12"
<br />8" O/C
<br />IV, O/C
<br />0
<br />DOUBLE 2X1 O
<br />314'
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />314"
<br />6" O/C
<br />IVO/C
<br />F
<br />DOUBLE 2x12
<br />314"
<br />6" O/C
<br />1 12' O/C
<br />FORCES ALLATTHESAMETIMEF TRUSSES FLOORTRUSSUBJECT UPLIFT, SESOTEXPOSEDTOWIND ARE 2 FEB 1
<br />SUBJECT TO F1 AND F2 FORCES.
<br />AD
<br />DA r'RDFT01/26/21
<br />11 ALTERNATE MATERIALS 8CALM 1/4"=l'-0"
<br />AND BORING LIMITS �� WOOD LEDGER DETAIL SCALE:3/4"=1'-0" 8*1ZlECT
<br />8 10
<br />SCALE: 3l4"=1'-0S 3.1 A"
<br />
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