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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />® 24" OIC, SUBMIT SHOP "ROOFNJALUFLOOR
<br />DRAWINGS FOR REVIEW SHEATHING L
<br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE"SON
<br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON
<br />0
<br />(9)10d x 1 �' NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO
<br />Bj2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR TRUSS ANCHOR WITH NOTE APT SYP #22" x 4", TRUSS AND (4) 1/4"x 21/4"
<br />(12) 16d x 1 �"' NAILS TO TRUSS SHEATHING TITEN 2 ANCHORS TO
<br />(9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED
<br />DBL STRAP, ' EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE S' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON
<br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO
<br />NOTE: APT SYP #27'x4"• CONJUNCTION WITH ACCOMMODATE GIRDER HTSM201NSTALLEDON PRE-ENGTRUSS
<br />(i6)10dx3�"NAILS TO GIRDER AND N 8"x 4'-0" MAY BE ADDED
<br />(2)) 10d x 3 * HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 14141 N. RONALD REAGAN BLVD.
<br />CONNECTOR BLOCK WALL W/1010tl TO LONG WOOD, FL 32750
<br />WITH (12) 16d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21/4" PH: 407-774-6078
<br />ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />1x2, 2x WOOD FASCIA ACCOMMODATETRUSS A-(1)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL wwwa designg��com
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)1' x 5" TITEN HD TO CMU AND (12) SOS AA #: 0003325
<br />2x SECURED W/ (3) 16tl }" x 2 }" TO GIRDER
<br />GALV. COMMON NAILS. ENGINEERED WOOD 8-(1) SIMPSON FG7R GIRDER TIEDOWN WITH
<br />1x2 SECURED W/ lOd TRUSSES @ 24" O/C, (2) �' x 5" TITEN HD TO CMU AND (18) SDS *'x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA 3" TO GIRDER
<br />17' O/C FOR REVIEW SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ N t6d
<br />AND APPROVAL GALV. COMMON NAILS. (2) �" x 5"TITEN HO TO CMU AND (18) SOS }" x 3'
<br />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
<br />MASONRY BOND BEAM 17• Otc SEE SCHEDULE SOLID, B' EACH WAY OF BOLTS
<br />SEE SCHEDULE TITEN 2 ANCHORS MIN.
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEE (2 OR 3 PLY) 7COVER & 7' APART
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = U'2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />SMISPLACED EMBEDDED TRUSS ANCHOR
<br />TYPICAL TRUSS/ TYPICAL ROOF SCALE: 3l4"=1'-0
<br />1a 1b 1c GIRDER CONNECTOR(S) B°A` 3"='-0' 2a 2b 2c SCALE:
<br />GIRDER CONNECTOR(S)
<br />6""
<br />MAX (W/1X4)
<br />OR 10-0" MAX (Wt2X4)
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />lx4 DIAGONAL
<br />BTM.CHORD
<br />BRACING, SEE
<br />R AT tl
<br />PLAN FOR LOCATION
<br />litOT
<br />RF(11 MAY IIRF BE
<br />ILL
<br />PER ELEVATION
<br />PRE-ENG WOIST
<br />LSTA1220GAUGE
<br />W/ 10dxlf2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />4500
<br />6000
<br />80
<br />90
<br />nIL10�
<br />3/4" WOOD PANELS
<br />(2) 1/2" WOOD PANELS
<br />(2) 12" WOOD PANELS
<br />2x LUMBER11
<br />JT•1L
<br />BTM. CHORD OF
<br />\\\�\ WOOD ROOF TRUSSES
<br />\\
<br />(2) 2X4 No.2 SYP DIAL. Zx4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d @ EA —TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES) 41 0" O.C. (AT SHEATHING
<br />kX
<br />IV
<br />l��
<br />5/8" GYPSUM BOARD OR 12" HIGH - - _ -- -- -- 0'-0' TO 30'-0" (1) "X" BRACE ``•"•'V�
<br />STRENGTH _LG. BOARD 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE Q
<br />SECURE IJOIST TO TOP PLATE LVUIJOIST WITH (1) "X" BRACE 0 CENTER TO ELK W/ 12' DIA.
<br />BACKER BLOCK 12) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7'
<br />w/ (2) 12d TOENAILS FROM CENTER TO END.
<br />tx4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER WASHER SET IN HIGH
<br />DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6'
<br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
<br />COMMON NAILS AT EACH CHORD MAX.
<br />2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
<br />WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12ds 8"
<br />PLANS FOR SPACING. SINGLE STIFFBACK SS PER O.C. MAX
<br />waamm BTM. PLATE TO BE PT.
<br />BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/
<br />sm PROVIDE DBL. TOP PLATE HTT4 W/ 5/8" A.B. WITH 6 SCALE' 3/4"=1'-0, (2) 1Od's C EACH TRUSS
<br />71411=11111111 /, MIN. T' EMBEDMENT TO BE INSTALLED 0
<br />PROVIDE BLOCKING 10'-0" O.C. MAX.
<br />6000 3i4' WOOD PANELS TO SLAB & (18) 16d x
<br />6D00 (2)12"WOOOPANELS ,2•GYP.WLBD. 2-12""AILS TO POST.' PERPENDICULAR TOI-JOIST
<br />60 (2)12" WOOD PANELS POST TO SIT DIRECTLY •;•
<br />e0 2x LUMBER /— SEE SHEET S1 1A FOR ON SLAB (2) 2X12
<br />/ NAIL SIZE AND PATTERN • __..__ ___ __ __.. I _ .."......,�.. SYP. P.T.
<br />is
<br />24- MAX, W/ 24- MAX. W/ 6PACING V BO
<br />OF SHEATHING WOIST WOIST FRONT ND BEAM REQ.
<br />SEE FRAMING PLAN TYP TYP LEDGER
<br />e
<br />END OF >n
<br />• e e LEDGER
<br />n•;� ,
<br />• ° i + •1• �' . 'e . e. � e BOARD
<br />4.
<br />(2) 2X12 SYP P.T.- (2) 3/4" EXP. BOLT
<br />LEDGER BOARD TO J-
<br />r OR TITEN BOLTS REAR
<br />I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2"WASHER&512 LEDGER BLOCK WALL W/ GABLE END
<br />4 SCALE' 3/4"=1'-0 5 SCALE: 34"=1'-0' WITH
<br />(NO UPLIFT) PARALLEL TO I -JOIST 1-JOIST MIN. EMBED. (TYP) 7 SCALE: 34"=1'-0'
<br />PRE-ENG D TRUSS
<br />(2) 2X8
<br />USa24" MAX. WI 24" MAX. W/ 8" MAX. END SYP. P.T.
<br />O H ATHI I -JOIST WOIST 6PACING FRONT
<br />SEE FRAMING PLAN TYP TYP LEDGER
<br />END OF
<br />w LEDGER w J B
<br />NOTCH DEPTH 1/4°D d ° ° BOARD Cl
<br />HOLE EDGE>-6' W 7X8 SYP P.T. 1/4"X6"TAPCON THE USE OF ALTERNATE MATERIALS MAY BE
<br />"4!! LEDGER BOARD TO W/ 3" MIN. EMBED REAR
<br />T BOTT T:
<br />PARK
<br />LOT #25
<br />BLK #7
<br />Plt0JEcT#
<br />04181.000-25071
<br />MODEic
<br />4EHB
<br />"2605—HAYDEN"
<br />GAP—tGE a7nNG:
<br />RIGHT
<br />PAGffi:
<br />DETAILS
<br />(I —JOIST)
<br />6VWHAV.
<br />OLE DIAMETER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE
<br /><2l5°D SGL. STUD
<br />OUTER 1/3 OF To (JOIST FOLLOWING
<br />SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTSlTITENS ARE PLACED INTO GROUTED CELLS, 8"ALL AROUND BOLT.
<br />HOLE EDGE >5/8' 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3141 WEDGE-BOLT/J-BOLT, 5" MIN. 3, ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS I f )
<br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSf(ITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 6'MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. OR AND j AS THE
<br />ROOFTRUSSES ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLO
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 RUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS Wl (4) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN,
<br />EMBED(24)16d GALV. COMMON NAILS TO HEADER AND 12)IW-1/Z'GALV. NAILS TO JOIST
<br />FLOOR JOIST LEDGER SCHEDULE
<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, Ft, AND F2
<br />1 • 1
<br />FL#17241
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />1�LBOAHiANCE
<br />0911w PAONG
<br />BTM.
<br />HOLE DIAMETER
<br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 34' WEDGE-BOLT/J-BOLT, S'
<br />SUBJECT TO FI AND F2 FORCES.
<br />PLATE
<br /><3/5°D DBL. STUD
<br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST
<br />FL#25749
<br />A
<br />DOUBLE SYP 2x8
<br />1 1/4"
<br />81'
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />1 (2) 3/4"
<br />1 1.
<br />24" O/C MAX.
<br />E -SIMPSON MIU4.75/16 G < 3455 LBS.,U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN,
<br />NO
<br />�r
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE:11/7=1'-0
<br />GALA!.wnnvvnnw Q—A.—nry k,) . ,c Gnw. rvn�w ,.. wi�i
<br />FL#1ED 7241
<br />WOOD LEDGER
<br />, ATTACHMENT DETAIL
<br />SCALE 3/4"=T-0"
<br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/MINIMUM 3" EMBEDMENT.
<br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLTIfITEN BOLTS
<br />W15-12" MINIMUM EMBEDMENT
<br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
<br />WOOD LEDGER DETAIL i-JOIST
<br />10 SCALE:34"=1'(Y'
<br />ALTERNATE MATERIALS
<br />11 SCALE:34"=1'-0'
<br />-
<br />nATjC: 06/14�21
<br />scALE:1/4"=1°-0"
<br />HEET
<br />°��1• /A�
<br />, 1 3 • I {.�
<br />
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