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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />0 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR
<br />DRAWINGS FOR REVIEW SHEATHING
<br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE"
<br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON
<br />(9) 10d x 1 J' NAILS TO TRUSS (1) SIMPSON HETA16
<br />HT5M20 W/10 10d TO
<br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH TRUSS AND (4)1/4" x 2 14'
<br />NOTE: APT SYP #27'x4",
<br />MII rift
<br />SHEATHING TITEN 2 ANCHORS TO
<br />(12)16d x 1 J" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER.
<br />x 1 � NAILS 70 6", 8" x NAILS,
<br />MAY O ADDED CON
<br />POURED LINTEL
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3"
<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 HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />NOTE: APT SYP #2 2' x E CONJUNCTION WITH ACCOMMODATE GIRDER
<br />(16) 10d x 3 }" NAILS TO GIRDER AND 6, 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAOAN BLVD
<br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3'
<br />CONNECTOR BLOCK WALL W/tO tOd TO LONGWOOD, FL 32760
<br />WITH (12)16d x 3 k' 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 A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078
<br />1x2, a WOOD FASCIA ACCOMMODATE TRUSS W W W.abd881gngroup.Com
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL AA . 0003325
<br />2x SECURED W! (3)16tl }' x 2 �' TO GIRDER
<br />GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 142c WOOD FASCIA (2) �' x 5" TITEN HO TO CMU AND (18) SDS }"x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER
<br />12" O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL GALV. COMMON NAILS. (2) k' x 5'TITEN HD TO CMU AND (18) SDS �' x 3"
<br />1x2 SECURED W/ 1Otl 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, W 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 SS (2 OR 3 PLY) 2' COVER & 2' 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 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 6QALE:34„=,-0
<br />1a 1b 1c GIRDER CONNECTOR(S) CA 3'4-='�" TYPICAL ROOF
<br />2a 2b 2c A GIRDER 4-
<br />CONNECTOR(S)
<br />8'.W MAX (Wnx4)
<br />OR 1a-0- MAX (Wm(4)
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />1x4 DIAGONAL
<br />BTM.CHORD
<br />BRACING, SEE
<br />¢¢ PLAN FOR LOCATION
<br />PER ELEVATION
<br />h� F MAY OT BE
<br />h
<br />rr
<br />IfA
<br />PELEVATION
<br />PRE-ENG (JOIST
<br />LSTA1220 GAUGE
<br />W/ 10dz12 HOG COMMON NAILS,
<br />EACH END TOTAL OF 10
<br />r
<br />6500
<br />8000
<br />60
<br />0p
<br />40
<br />3/4"WOOD PANELS
<br />(2)12"WOOD PANELS
<br />2x LU WOOD PANELS
<br />2x LUMBER
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />`\
<br />\\
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />BRACE DIAG 1BRA*CE TO
<br />COVER 5 TRUSSES) 4�-U' O C. ( TRUSSES AT SHEATHING T
<br />IILou
<br />i
<br />5/8" GYPSUM BOARD OR 1/2" HIGH 0'-0" TO 30'-a' (1) "X" BRACE �`" "'•'�� �`
<br />STRENGTH CLG. BOARD 30'-1" TO 60'-0 (3)'9P' BRACE
<br />SECURE 21 T. PLATESSECURE (JOIST TO TOP PLATE LWI-JOIST WITH (1) "X" BRACE CENTER TO BLK W/ 12" DIA. x
<br />BACKER BLOCK FR" M BRACE DIVIDED EQUALLY ANCHOR BOLT W/ H21
<br />IGH
<br />wl (2)12tl TOENAILS FROM CENTER TO END.
<br />1x4 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 8'
<br />10'-0" O/C MAXSECURED Wf (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 />P.T. PLATE W/ 12d's 8"
<br />WALL W/SYP No 2 STUDS SEE
<br />STIFFBACK (AS PER O.C. MAX
<br />PLANS FOR SPACING. SINGLE TRUSS ENG)
<br />BTM. PLATE To BE PT. BTM. CHORD CONT. 2x4 SECURED W/ BRACING
<br />6Bi[S sAmmm PROVIDE DBL. TOP PLATE HTHMM TT4 W/ 518" A.B. WITH V SCALE: 3/4"=T-0" (2)10d's EACH TRUSS
<br />MIN, 7"EMBEDMENT TO BE INSTALLED@
<br />4500 3/4" WOOD PANELS PROVIDE BLOCKING TO SLAB & (18)16d x 10'-(7' O.C. MAX.
<br />6000 (2) 12' WOOD PANELS 12" GYP, WL. BD, 111' NAILS TO POST.,
<br />80 (2)12"WOODPANELB n/' POST TOSITDIRECTLY PERPENDICULAR TO I -JOIST
<br />SEE 90 2x LUMBER NAIL SIZE EEAND PATTERN S1.1A FORON SLAB ��. (2)
<br />• r.,, ,�� ..,....., ter.. 1 . FT. �.
<br />xpIJOl6T «IJOISTi MAX W SPACING FRONT y; V�BOND BEAM REQ.
<br />n• ��� SEE FRAMING PLAN .(.YP�� LEDGER
<br />a• p.
<br />ENO OF 6 b
<br />0 0 LEDGER
<br />. ° a BOARD
<br />(2) 2X12 SYP P.T. 1213/4" EXP. BOLT �"
<br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR .:'
<br />I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USE DPERPENDCULAR W/2"WASHER &5112' LEDGER BLOCK WALL W/ GABLE END
<br />`f SCALE: 3/4"=1'-0" 5 WITH (JOIST MIN. EMBED. (TYP) 7 I SCALE: 3/4"=1'-0'
<br />(NO UPLIFT) PRE-ENG D TRUSS
<br />PARALLEL TO I -JOIST
<br />(2) 2X8
<br />T 24' MAK via 2a MAIL W/ e• MAx. END SYP, P.T.
<br />F H A G W018T 4JGIST SPACING FRONT
<br />SEE FRAMING PLAN �,p .r,�P LEDGER
<br />END OF .L.. N?
<br />w LEDGER
<br />NOTCH DEPTH EDGE
<br />w BOARD W 4 THE USE OF ALTERNATE MATERIALS MAY BE
<br />1.
<br />HOLE EDGE >5/8" 2X8 SYP P.T. 1/4"X6' TAPCON 10 f
<br />LEDGER BOARD TO W/ 3" IN. EMBED REAR
<br />19usmv. a LOT:
<br />ABBOTT PARK
<br />LOT #17
<br />BLK. #11
<br />PROJECT#
<br />04181.000-17111
<br />MODELS
<br />3EEB
<br />"2260—ELSTON"
<br />GARAGE SUMM
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />(I —JOIST)
<br />I' 160H E C
<br />TYPICAL LEDGER HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE
<br /><2I5'D SGL. STUD BE USED PARALLEL
<br />OUTER 1/3OF TO (JOIST FOLLOWING
<br />SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. rat TE
<br />HOLE EDGE >5/B' 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 IUS1.81116 G < 1400 LBS, U < 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" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES O Q
<br />8 - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W! (2) 314'" WEDGE-BOLT/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 J
<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(2�N6d GALV.'COMMONN NAILS LBS,
<br />TO HEAD RAND)(2)1Odx1-�EGALV./NAIILS TO JOIST
<br />FLOOR JOIST LEDGER SCHEDULE
<br />ASIMPS SIMPSOECTIONSN INDICATED. ROOF
<br />FLATTRUSSES
<br />E TWIST SUBJECTT UPLIFT, F1, AN F
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT 70 UPLIFT, Ft, AND F2
<br />FL#17241
<br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />MARK
<br />SIE
<br />BOLT SIZE
<br />MIN. FlD DISTANCE
<br />CBfINN. SPONG
<br />BTM.
<br />HOLE DIAMETER
<br />D - SIMPSON HHUS7.25/10 G <4140 SS, U < 1610 SS W/ (8) 314"° 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 />q
<br />DOUBLE SYP 2(8
<br />1l4"
<br />B'
<br />24" O/C MAX.
<br />8
<br />DOUBLE SYP Z02
<br />(2) 3/4"
<br />1.
<br />24" O/C MAX.
<br />E - SIMPSON MIU4AR
<br />.75/16 G < 3455 LBS, U c 210 LBS W/ (8) 3l4"' WEDGE-BOLTiJ-BOLT, 5" MIN.
<br />W . �.""'"n_ i v ncr ry "'i ni".•vuv. rvn -vwooi
<br />FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x S" TAPCONS W/ MINIMUM X EMBEDMENT.
<br />8. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLTIJ-BOLT/TITEN BOLTS DATES 06/25/21
<br />W/ 5.1/2' MINIMUM EMBEDMENT
<br />STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS BCA X: 1/4"=V-0"
<br />AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL (I -JOIST ALTERNATE MATERIALS aHEET A
<br />8 SCALE: 1 12 =1' 0 SCALE. 3/4"=V-0" 1 O SCALE: 3 4" 1'-0 1 1 SCALE: 3 4"=1'-0 S 3° 1 L�
<br />
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