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A-(i) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Od x I J'NAILS TO TRUSS
<br />B-(2) SIMPSON HETAI 6 TRUSS ANCHOR WITH
<br />(12) 16d x I J'NAILS TO TRUSS
<br />DBL STRAP, I EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />G-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od x 3 t'NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 J"NAILS TO GIRDER
<br />ix2,2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED Wt(3)16d
<br />GALV COMMON NAILS.
<br />IX2 SECURED W/ 1 Od
<br />GALV. COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFIWALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APTSYP#22"x4",
<br />6% 8"x 4'-O"MAY BE ADDED
<br />W1 I Od NAILS, 2 ROWS, 3-
<br />O,C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEEREDWOOD
<br />TRUSSES 0 24- O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT Ul 810 LES, L:770 LBS (I PLY)
<br />8 ALLOWABLE UPLIFT U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 USS (2 PLY)
<br />8 1A 1B 1C TYPICAL TRUSS/
<br />SS -GIRDER CONNECTOR(S)
<br />314" T & G SUBFLOOR GLUED AND
<br />SCREWED ASPER 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 w/ (2)
<br />16d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 2x6 WOOD BEARING
<br />WALL W/ SYP No 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />BTM ' PLATE TO BE PT,
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL BD,
<br />(_:"�FLOOR TRUSS CONNECTION @ L.B.W.
<br />��: 3/4"-V-9' (NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />PLATE
<br />DEPTH 114*13
<br />-HOLE EDGE �5/8"
<br />-HOLE DIAMETER
<br />215*D SGL. STUD
<br />/—HOLE EDGE >SW'
<br />01
<br />'��_HOLE DIAMETER
<br />- 315*0 OBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />@ 24- O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA`16
<br />TRUSS ANCHOR WITH
<br />(9) 10d x I J'NAIUS TO
<br />GIRDER. PROVIDE 6'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />W, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W1 (3) 16d
<br />GALV. COMMON NAILS.
<br />1 x2 SECURED Wl 1 Dd
<br />MASONRYBOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />12"01C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFMALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE� A PIT SYP #2 Z'x 4",
<br />6", 8"x 4'-g'MAY BE ADDED
<br />W1 10d NAILS, 2 ROWS, T
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX, TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />A -(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 />B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J'x 5" TITEN HD TO CMU AND (18) SDS �'x
<br />T'TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2)j"x 5-rITEN HD TO CMU AND (18) SDS 41 x 3"
<br />SCREWS TO GIRDER (EACH TIEOOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, W' EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LEIS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.)
<br />:2A 2B 2 TYPICAL ROOF
<br />�� GIRDER CONNECTOR(S) _OA'r��
<br />LSTA`12 20 GAUGE
<br />Wl 10dX112 HOG NAILS
<br />@ EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />HTT4 W/ 5/8"A.B. WITH
<br />MIN 7" EMBEDMENT
<br />TO SLAB&(18)16dx
<br />2-1/2' NAI LS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB ---
<br />,/�GIRDER/WOOD POST CONNECTIONS
<br />A- SIMPSON HUS28G � 1200 LBS, U � 1280 LBSWI (1) 3141 SIMPSON TITEN SOLT/J-BOLT, 5" MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G � 2400 LEIS, U � 1425 LBS Wl (2) 3/4- SIMPSON TITEN BOLTIJ-BOLT, 5" MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G � 2400 LES, U < 1810 LES W/ (2) 3/4�1 SIMPSON TITEN BOLTIJ-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS,
<br />D - S MPSON HGUS28-2 G � 4800 UBS, U � 1610 LBS Wl (4) 314"* SIMPSON TiTEN BOLTIJ-BOLT, 5'
<br />lh
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 UBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 314"=V-0"
<br />V-0" MAX (W/lX4)
<br />�21R 10'-0' MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 WhO 10d TO
<br />TRUSS AND (4)1/4"x2 114"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># I DDO UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/10 I Od 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 />(2) 2X4 No.2 SYP DIAG. -
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />V�0- TO 30'-G� (1) 'W BRACE
<br />30'A" TO 60--0 (3) W BRACE
<br />:X- B_E 0 CENTER
<br />�l
<br />2� 'X' BRACE DIVIDED EQUALLY
<br />FROM CENTER TO ENO.
<br />2x WOOD FASCIA, -
<br />SEE ARCHITECTURAL
<br />IX4 DIAGONAL
<br />PRE-ENG GABLE TRUSS
<br />STM.GHORD
<br />BRACING, SEE
<br />STIFFBACK (AS PER
<br />PLAN FOR LOCATION
<br />TRUSS ENG)
<br />MAY NOT BE
<br />REQUIRED
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />10 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER
<br />MAX, OR 2.4 STM. CHORD BRACING END TYPE CONDITION, IF
<br />101-01, OIC MAXSECURED W/ (2) iOd DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />TEDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />I �CHEDUL
<br />SCHEDULE 4MIKIN
<br />SEE SCHEDULE FOR BOLT SIZE _j
<br />LSEE LEDGER SCHEDULE w
<br />51/2" MIN. EMBED. (TYP)
<br />H, F1
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />Et Ej
<br />PLACED INTO GROUTED CELLS, 8"ALL AROUND
<br />BOLT,
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4!-(r.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 9" O/C.
<br />5. IN LIEU OF HILTI PAFS SIMPSON TITEN 1/4"
<br />(2)—PT —
<br />DIA. 3" MASONRY SCREWS MAYBE USED,
<br />AAMF Af
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />WEDGE&PAONG
<br />COITMOACM
<br />A
<br />DOUBLE 2x8
<br />I'll
<br />81. O/C
<br />I el 01C
<br />B
<br />DOUBLE 2x8
<br />14"
<br />81, 01C
<br />24"0/C
<br />C
<br />DOUBLE 2XIO
<br />IZ
<br />8.1 O/C
<br />161, 01C
<br />0
<br />DOUBLE 2xI0
<br />3/4"
<br />81, O/C
<br />24" O/C
<br />E
<br />DOUBLE 2xI 0
<br />11.
<br />6" O/C
<br />I a, O/C
<br />F
<br />DOUBLE 2.12
<br />aW
<br />6- O/C
<br />I IT O/C
<br />(8WOOD LEDGER DETAIL
<br />A!22pL9l_E: -'=1"..
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />20 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4--01- D.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8 PT. PLATE
<br />TO BUK W/ 1/2"DIA.
<br />ANCHOR BOLT W/2"
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6"
<br />MIN. EMBED. AT 32" OC
<br />MAX.
<br />SECURE GABLE TO 2X8
<br />P.T. PLATE Wi 12d's F'
<br />O�C. MAX
<br />CONT. 2X4 SECURED W/
<br />(2) 10d's C EACH TRUSS
<br />TO BE INSTALLED @
<br />101-01, 0 C, MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 34'=V-0-
<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 (FI AND F2) LOAD CAPACITIES
<br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD 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 H10A 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 />ALTERN TE MATERIALS
<br />!��AUE: 314"=I'--V'
<br />A R C III IT I C T 8
<br />6
<br />G r MMsign
<br />OUSPO-Lam
<br />441 N. RONALD REAGAN BLV
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abd'esigngroup.com
<br />AA 111: 0003325
<br />DRAFnNG BY: I
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134;86-2628
<br />L FAX: 813886-21302
<br />UDDIV. & wil
<br />SILVERADO
<br />LOT #23
<br />BLK #1
<br />PROJNCT# 1
<br />03719.000-23101
<br />MODE&A
<br />2795-F
<br />GAP.A0Z DWINCI:
<br />RIGHT
<br />PAQZ:
<br />DETAILS
<br />150 MPH EXP. B 0;
<br />'P'M
<br />D . 10/30
<br />8CALE: 1/4"= V-0.
<br />BH=T
<br />S3. IA
<br />L
<br />
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