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A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x I � NAILS TO TRUSS
<br />B-(2) SIMPSON HETAl 6 TRUSS ANCHOR WITH
<br />(12) 16d x I �'NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od x 3 J'NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 �'NAILS TO GIRDER
<br />W, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED Wl (3) 1 Sd
<br />GALV COMMON NAILS.
<br />IX2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12" OIC
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFMALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8" x 4!-0" MAY BE ADDED
<br />Wt 1 Od NAILS, 2 ROWS, 3"
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS,
<br />ENGINEERED WOOD
<br />TRUSSES @ 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U:1810 LEIS, L:770 UBS (1 PLY)
<br />B ALLOWABLE UPLIFT U:2365 LBS, L;1430 LES (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 LBS (2 PLY)
<br />S1A 1B 1 TYPICAL TRUSS/
<br />ss- GIRDER CONNECTOR(S)
<br />3/4.'T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE TRUSS TO TOP PLATE wl (2)
<br />16d TOENAILS
<br />DOUBLE TOP PLATE
<br />ENGINEERED WOOD TRU
<br />0 24- OIC, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 T'NAILS TO
<br />GIRDER. PROVIDE 5"
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFIWALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8"x 4'-D"MAY BE ADDED
<br />W1 10d NAILS, 2 ROWS, 3-
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />I— -(I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS
<br />J"x 2 J'TO GIRDER
<br />8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />I x2, 2x WOOD FASCIA
<br />(2) � x 5" TITEN HD TO CMU AND (18) SCIS J" x
<br />SEE ARCHITECTUR 'L
<br />3" TO GIRDER
<br />C�2) SIMPSON FGTR GIRDER TIEOOWNS WITH
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />(2) J'. 57ITEN HO TO CMU AND (18) SDS �'x 3'
<br />W SECURED Wl I Od MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />12"01C SEE SCHE DULE
<br />SOLID, 8"EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
<br />(2A 2B 2 TYPICAL ROOF
<br />�� GIRDER CONNECTOR(S) _=r�g4_T7
<br />LSTAI 2 20 GAUGE
<br />W/ 10*1/2 HOG NAILS
<br />0 EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />W/ 5/8" A.B. WITH
<br />AIN. 7" EMBEDMENT
<br />TO SLAB & (18) i6d x
<br />2x4 OR 2x6 WOOD BEARING 2-1�1" NAILI T.lRE06iT
<br />i "t �
<br />ST TO IT CT��
<br />WALL Wl SYP No 2 STUDS SEE PC SIT CIIREcTL�
<br />PLANS FOR SPACING. SINGLE ON SLAB
<br />B . PLATE TO BE PT.
<br />PTRMVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. SO.
<br />r,__'�GIRDER/WOOD POST CONNECTIONS
<br />(DA FLOOR TRUSS CONNECTION @ L.B.W.
<br />SCALE: 314"=l'-W (NO UPLIFT)
<br />NOTCH DEPTH 1/4*D
<br />HOLE EDGE �W"
<br />OLE DIAMETER
<br />2/5'0 SGL STUD
<br />OUTER lt3 OF
<br />SPAN ONLY
<br />/—HOLE EDGE >5/8"
<br />011
<br />K
<br />,Ly
<br />e
<br />BTM. '�,�HOLE DIAMETER
<br />PLATE 3/5*D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />A - SIMPSON HUS28 G � 12GO UBS, U - 1280 LBS Wl (1) W4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN
<br />EMBED (22) l6d GALV. COMMON NAILS AND (6) 16d GALV. COMMON NAILS.
<br />13 - SIMPSON HUS28 G - 2QO LBS, U < 1425 UBS W1 (2) 3/4- SIMPSON TITEN BOLTO-BOLT, S" MIN.
<br />EMBED (22) 16d GALV.CO MONNAIL AND (10) 16d GALV. COMMON NAILS.
<br />C -SIMPSON HGUS28-2 GT2400 LBS,SU � 1810 LBS W1 (2) 314" SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />D -SIMPSON HGUS28-2 G < 4800 LES, U < 1810 LES W/ (4) a/4"* SIMPSON TITEN SOLTIJ-BOLT. 5"
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 1 6d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 UBS, U � 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W110 1 Od TO
<br />TRUSS AND (4) 114"x 2 114"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 19M UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W110 10d TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2'COVER & 2"APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 31,V'=V-T
<br />(2) 2X4 No 2 SYP DIAG -
<br />2X4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />'D'AG ACE To
<br />X-BRACING IS PRESENT AT
<br />R 5 TRUSSES)
<br />COVFR5TRUSSES)
<br />IV-0- D.C. (AT SHEATHING
<br />CE
<br />0'-0" TO 30'-W (i) "X' BRACE
<br />SEAMS)
<br />30--1 " TO 69-0 (3) 'X' BRACE
<br />CIE
<br />SECURE 2x8 PT. PLATE
<br />ER
<br />(1) 7" BRACE @ CENTER
<br />TO BLK Wl 1/2" DIA,
<br />6'.0" MAX (W/lX4)
<br />EQUALLY
<br />(2) X" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 2"
<br />OR 10'-0" MAX (VV/2X4)
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />K
<br />Zx WOOD FASCIA,
<br />,C_.
<br />STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL
<br />CTURAL
<br />MIN. EMBED. AT 32" OC
<br />MAX
<br />lX4 DIAGONAL
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />BTM.CHORO
<br />P.T. PLATE W/ l2d�s 8"
<br />BRACING, SEE
<br />STIFFaACK (AS PER
<br />O.C. MAX
<br />PLAN FOR LOCATION
<br />MAY NOT BE
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED Wl
<br />m-
<br />REQUIRED
<br />(2) 1 Od'� @ EACH TRUSS
<br />TO BE INSTALLED @
<br />10'-U'O.C� MAX.
<br />STM. CHORD OF
<br />7r
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />lx4 BTM. CHORD BRACING 6-0"OlC �ENOWALLOROTHER
<br />MAX, OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br />BTM. CHORD BRACING
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />;CHE,UL�
<br />SCHEDULE WMINRLANM
<br />r
<br />SEE �CHEDULE FOR BOLT SIZE _J
<br />*j
<br />LSEE LEDGER SCHEDULE
<br />5112 M IN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />S OLt
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6"01C.
<br />S. IN LIEU OF HILT[ PAF'S SIMPSON TITEN 1/4"
<br />(2) PT
<br />0 A. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />size
<br />BOLT SIZE
<br />V EDGE
<br />CEffrRAL8PACING
<br />A
<br />DOUBLE 2x8
<br />ll�l
<br />8"O/C
<br />1910/c
<br />8
<br />DOUBLE 2X8
<br />14-
<br />61 O/C
<br />24" OtC
<br />C
<br />DOUBLE 2xl 0
<br />1/2'
<br />8" 01C
<br />D
<br />DOUBLE 2xl 0
<br />14-
<br />8" O/C
<br />E
<br />DOUBLE 2xl 0
<br />3/4"
<br />6" 01C
<br />F
<br />DOUBLE 2X12
<br />T4"
<br />1 6- OIC
<br />WOOD LEDGER DETAIL
<br />E: 314"=l'-O"
<br />U1,7� BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 3/4"=V-F
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
<br />AS THE ONE SPECIFIED, CONCURRENTLY. IT S14OULD BE NOTED FLOOR AND
<br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />A SIMPSON Hl GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />ALTERNATE MATERIALS
<br />SCALE: 314�'=V-U'
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO, FIL 32750
<br />PH: 407-774,6078
<br />FAX 407-7744078
<br />www.abdesigngroup.com
<br />AA f: 0003325
<br />r DRAFTING BY.
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134MS-2628
<br />k 813-886-2802 j
<br />SUBDIV. & M-"4
<br />SILVERADO
<br />LOT #24
<br />BLK #10
<br />P
<br />IMOJECT#
<br />03719,000-24
<br />mol?'ZI.
<br />2795-B
<br />GAP.AGZ EWING:
<br />LEFT
<br />PAGM
<br />DETAILS
<br />V..150 MPH EXP. B
<br />_j
<br />
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