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ENGINEERED WOOD TRUSSE
<br />PLYWOOD SHEATHING, SEE
<br />® 21V O/C, SUBMIT SHOP
<br />"ROOFAA/ALUFLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br /># 1100 UPLIFT SIMPSON
<br />(9) 10d x 1 }" NAILS TO TRUSS
<br />PLYWOOD SHEATHING, SEE
<br />HTSM20 W/10 10d TO
<br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />"ROOFNJALLIFLOOR
<br />TRUSS ANCHOR WITH
<br />NOTE: A PT SYP #2 7' x 4",
<br />TRUSS AND (4)1/4" z 2 1/4"
<br />(12)16d x i �' NAILS TO TRUSS
<br />SHEATHING
<br />iDd x 1 }" NAILS TO
<br />6', 8" x W-WMAY BE ADDED
<br />TITEN 2 ANCHORS TO
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />FASTENER SCHEDULE"
<br />GI
<br />GIRDER. PROVIDE 5"
<br />NAILS,
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN)
<br />MINIMUM CONCRETE
<br />O/C TO FACILITATE ONE
<br /># 1900 UPLIFT (2) SIMPSON
<br />COVER
<br />LGT2 GIRDER TIEDOWN WITH
<br />NOTE: A PT SYP #2 7' x 4%
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(16) 10d x 3}" NAILS TO GIRDER AND
<br />6", 8" x 4'-0" MAY BE ADDED
<br />UPLIFT
<br />TIEDOWN REQUIREMENTS.
<br />OPPOSITE FACES OF
<br />1441 N. RONALD RL BLVD
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />W/ 10d NAILS, 2 ROWS, 3'
<br />CONNECTOR
<br />CONNECTOR
<br />BLOCK WALL W/10 10tl TO
<br />327
<br />LONGWOOD, FL 32760
<br />WITH (12)16tl x 3 ;'NAILS TO GIRDER
<br />O/C TO FACILITATE ONE
<br />TRUSS AND (4) 114" x 2 1/4"
<br />PH: 407-774-6078
<br />ADDITIONAL PLY MAX. TO
<br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />FAX: 407-774-4078
<br />ix2, 2x WOOD FASCIA
<br />ACCOMMODATE TRUSS
<br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) t' x 5" TITEN HO TO CMU AND (12) SDS
<br />COM POURED LINTEL
<br />www.abdosigngroup.com
<br />SEE ARCHITECTURAL
<br />ANCHOR REQUIREMENTS.
<br />�' x 2 }" TO GIRDER
<br />AA $: 000332E
<br />2x SECURED W/ (3)16tl
<br />B-111 SIMPSON FGTR GIRDER TIEDOWN WITH
<br />GALV. COMMON NAILS. ENGINEERED WOOD
<br />lx2 SECURED W/ tOtl TRUSSES® 24" O/C, ix2, 2x WOOD FASCIA (2) J' 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 W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SIDS J' 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' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />SEE SCHEDULE TITEN 2 ANCHORS MIN.
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (I PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 7' APART
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 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 />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />1a 1b 1c GIRDER CONNECTOR(S) �" 4••" 2a 2b 2c TYPICAL ROOF 34
<br />9 SCALE:
<br />GIRDER CONNECTOR(S)
<br />OR,O'A'MAX BNI2X4)
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />1x4 DIAGONAL
<br />BTM.CHORD
<br />BRACING, SEE
<br />T h� j PLAN FOR LOCATION
<br />PER ELEVAl7t
<br />KK a MAY NOT BE
<br />_. .. F 4 RFfl111RF11
<br />9IQ
<br />g
<br />O
<br />P ELEVATION
<br />PRE-ENG 1-JOIST
<br />LSTA12 20 GAUGE
<br />W/ t0611Y1 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />smB
<br />SAM SLOCIC
<br />TNN2GiB6
<br />J1.LM
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN
<br />BRACE W/ (3)12tl 0 EA� TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES) ( 4'-6' O.C. (AT SHEATHING
<br />Im�
<br />W
<br />�.
<br />4500
<br />3M' WOOD PANELS
<br />8000
<br />(2) 72" WOOD PANELS
<br />80
<br />(2) in"WOOD PANELS
<br />90
<br />2x LUMBER
<br />�5/8" GYPSUM BOARD OR I/7 HIGH - - - - --- -- — - - --- -_ — - 0'-0" TO 30'-0" (1) "X" BRACE ZIN
<br />STRENGTH CLG. BOARD 30'-1" TO 67-0 (3) "X" BRACE SECURE 2x PT. PLATE O
<br />SECURE IJOIST TO TOP PLATE LVUIJOIST WITH (1) "X" BRACE 0 CENTER TO BLK W/ 1/7 DIA. _
<br />w/ (2)12d TOENAILS BACKER BLOCK (2)'7C" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2'
<br />FROM CENTER TO END. WASHER SET IN HIGH
<br />lx4 BTM. CHORD BRACING U-0" O/C END WALL OR OTHER STRENGTH EPDXY 6'
<br />DOUBLE TOP PLATE MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 37' OC eM�
<br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL
<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/ 12d's 8"
<br />PLANS FOR SINGLE STIFFBACK (AS PER O.C. MAX
<br />SPACING.
<br />m-r A ,L-i^mr% nrnAPx ldl/1
<br />WOUBLOCK a1m.rWlc lv ac rl, p11V1. VrIVF\U pF\/1VIIYV
<br />sm TNIgO PROVIDE DBL. TOP PLATE HTT4 W/ 5/6' A.B. WITH 6 SCALE: 3!4"-1'-9'
<br />4500 3/4" WOOD PANELS PROVIDE BLOCKING MIN. 7"EMBEDMENT TO B I S NCH TRUSS
<br />TO BE INSTALLED SVHDIV. Ce Lo
<br />T-1BLA08(,OPI ABBOTT PARK 6900 (2)117'WOOD PANELS ,/7'GYP.WL.BD. 2-,STToLSTOPOST., PERPENDICULAR TOI-JOIST �T #23
<br />60 (2)1/2" WOOD PANELS POST TO SIT DIRECTLY
<br />90 2x LUMBER SEE SHEET SIAA FOR ON SLAB (2) 2X12�
<br />NAIL SIZE AND PATTERN n .. 1 RVP P T
<br />LorI I -JOIST WOIST SPACING FRONT BOND BEAM REQ.
<br />SEE FRAMING PLAN 7 �,P T,P LEDGER
<br />e, PROJECT*
<br />END OF m 04181.000-23091
<br />BOARD MODELEDGER
<br />4. o e L'
<br />m= 3EEB
<br />(2) 2X12 SYP P.T. l2) 3/4" EXP. BOLT n 226 0 — ELS TO N"
<br />LEDGER BOARD TO J-BOLT OR TITEN SOLTS REAR
<br />�11-JOIST CONNECTION @ L.B.W. G LVLNVOOD POST CONNECTIONS BE USED PERPENDICULAR W!2"WASHER8511Z, LEDGER BLOCK WALL W/ GABLE END awRwaE aM/tNa:
<br />°� SCALE: 3/4"=l'-V' 5 SCALE: 3/4•'=l'-U' WITH IJOIST MIN. EMBED. (TYP) % 1 SCALE: 3!4"=1'-0'
<br />(NO UPLIFT) PRE-ENG D TRUSS RIGHT
<br />PARALLEL TO I -JOIST
<br />(z) 2x6 PAGE:
<br />T 2,r MPX. W/ 24"MAX W! 8'MAX. END SYP. P.T. _y
<br />SH IN LwlsT IJOIST SPACING FRONT ;:r DETAILS
<br />SEE FRAMING PLAN �,P T,P LEDGER .y END OF m
<br />(I —JOIST)
<br />w LEDGER
<br />NOTCH DEPTH 114'D d e e BOARD w
<br />HOLE EDGE>5/8" 2X8SYP P.T. VW'X6'TAPCON £y °° �`= THE USE OF ALTERNATE MATERIALS MAY BE 160 MPH EXP. C
<br />HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR
<br /><2/5'D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE
<br />OUTER 1/3 OF TO I -JOIST FOLLOWING
<br />SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT.
<br />fr
<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 GM, 1400 LBS, U c 70 LBS W! (2) 3/4•'° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" OTC. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES A
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4-WEDGE-80LT/J-BOLT, 5" MIN, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,L/
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 _ _ ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />EMBED(24)N6d GALV. COMMON NAILS TO EADERA D)(2)10dxl-D1/2"GALV/NAAIILSTTO JON.
<br />IST
<br />FLOOR JOIST LEDGER SCHEDULE
<br />THE
<br />ECTIONS
<br />FLAT E TWIST RESUBJECTT UPLIFT, Fl, AN F
<br />INDICATED. ROOF
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2
<br />ASIMPS SIMPSON TRUSSES
<br />FL#17241
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />MARK
<br />SIZE
<br />I BOLT SIZE
<br />NSL END DIET
<br />CWWSPACING
<br />BTM.
<br />HOLE DIAMETER
<br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5'
<br />SUBJECT TO F1 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 />A
<br />DOUBLE SYP 2x8
<br />1 1/4"
<br />1 8"
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP -12
<br />1 (2) 314"
<br />1 9'
<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 />FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x W TAPCONS W/ MINIMUM 3' EMBEDMENT.
<br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DAM 05/25/21
<br />W/ 5.1/2" MINIMUM EMBEDMENT
<br />STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=f-0"
<br />AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL (1-JOIST) ALTERNATE MATERIALS SCALE: S3. 1 3/4"=1' 0 1 • SCALE: 3l4"=1' 0' 11 SCALE: 3 4"=1'-0" 1 /,
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