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A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x I �'NAILS TO TRUSS
<br />B42) SIMPSON HETA16 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� j)SI MPSON LGT2 GIRDER TIEDOWN WITH
<br />Z) 10d x 3 �'NAILS TO GIRDER AND
<br />2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 �'NAILS TO GIRDER
<br />1XZ2� WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />1X2 SECURED W/ 10d
<br />GALV COMMON NAILS
<br />1 Z, On
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFA(VALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE APTSYP#27'x4",
<br />6% 9'x 4'-01' MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />On TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEERED WOOD
<br />TRUSSES @ 24- On,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U:1810 UBS, L 770 UBS (I PLY)
<br />S ALLOWABLE U PLIFT U:2365 LES, L 1430 LES (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U 2705 LES (2 PLY)
<br />Sla lb 1 TYPICAL TRUSS/ SCAL�: 3/4�1'4'
<br />88 GIRDER CONNECTOR(S)
<br />SmEs
<br />BAM 11M
<br />THO10M
<br />4500
<br />314" WOOD PANELS
<br />6000
<br />(2) 112" WOOD PANELS
<br />60
<br />(2) 1/2" WOOD PANELS
<br />90
<br />2xUUMBER
<br />3/4.'T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<br />5/8" GYPSUM BOARD OR 1/2'HIGH
<br />STRENGTH Cl-G. BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />�l (2)12d 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 t2" GYP WIL. ED
<br />SEE SHEET 811A FOR
<br />NAIL SIZE AND PATTERN
<br />/'-:"'\I-JOIST CONNECTION @ L.B.W.
<br />���!-E 3/4"=T-9' (NO UPLIFT)
<br />—N.Tll DEPT. 1/4-D
<br />HOLE EDGE �5/9'
<br />HOLE DIAMETER
<br />2/5*0 SGL. STUD
<br />OUTER 113 OF
<br />SPAN ONLY
<br />//—HOUE EDGE >516'
<br />6�
<br />"—HOLE DIAMETER
<br />PLATE q � 111'. DEIL TU.
<br />STUD NOTCHING
<br />(-,---�_AND BORING LIMITS
<br />ENGINEERED WOOD TRU
<br />0 24" On, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSSANCHORWITH
<br />(9) 1 Od x 1 �'NAILS TO
<br />GIRDER. PROVIDE 6'
<br />MINIMUMCONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />C ONNECTOR
<br />lx2,2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/
<br />GALV. COMMON
<br />1X2 SECURED W1 10d MASONRY BOND
<br />GALV. COMMON NAILS BEAM
<br />12" On SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />'ROOFAVALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE APTSYP#22'x4!',
<br />T, 8" x 4'-0" MAY BE ADDEO
<br />W/ 10d NAILS, 2 ROWS, Y
<br />On TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />A41) SIMPSON UGT3-SDSZ5 GIRDER TIEDOWN
<br />WITH (4) J* X 5" TITEN HD TO CMU AND (12) BOB
<br />J'x 2 J'TO GIRDER
<br />B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �'x 5" TITEN HO TO CMU AND (18) SDS �'x
<br />3" TO GIRDER
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) ?* x V71TEN HD TO CMU AND (18) SOS �* x 3
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, WEACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 L13S (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
<br />I/ �-1 1�1 - TYPICAL ROOF
<br />2a 2b 2c CAUE:
<br />GIRDER CONNECTOR(S)
<br />Sam
<br />BACKIRMM
<br />THICIOM
<br />ANELS
<br />(2) 1 r7l WOOD PANELS
<br />D PANELS
<br />STA'2 20 GAUGE
<br />....
<br />111" WOOD P
<br />I l0d�`112 HOG COMMON NAILS.
<br />'M EACH END TOTAL OF 10
<br />6000
<br />60
<br />(2) 112" WOO
<br />90
<br />2�LUMSFR
<br />LVUI-JOISTWITH
<br />BACKER BLOCK
<br />HTT4 W/ 519'A.B. WITH
<br />MIN. TEMBEDMENT
<br />TO SLAB' & (18) 16d '
<br />2-ltTNAll-S TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />r,--\LVLMOOD POST CONNECTIONS
<br />NOTE:
<br />T--WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G � 1200 LES, U � 1280 LES W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN
<br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS.
<br />8 - SIMPSON HUS28 G < 2400 UBS, U � 1425 UBS W1 (2) 314!" 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 LBS, U � 1810 UBS Wt (2) 34- SIMPSON TITEN BOLT/J-BOLT, 5"
<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) 3/4!'* SIMPSON TITEN BOLT/J-BOLT, S'
<br />MIN. EMBED (36)16d GALV. COMMON NAILSAND (12)16d GALV. COMMON NAIL.S.
<br />E - SIMPSON HGUS28-3 G < 4800 UBS, U < 1810 UBS W1 (4) 341 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 10d TO
<br />TRUSS AND (4)1/4!'x2l/4'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/10 10d TO
<br />TRUSS AND (4) 114'x 2 114'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />'I— TITEN 2 ANCHORS MIN.
<br />7COVER & TAPART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />6--0- MAX (W/lX4)
<br />OR 10--0" MAX (VV12X4)
<br />7K le
<br />(2) 2X4 No 2 SYP DIAG
<br />2�4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d @ EA.
<br />W' (3)'l�d @�A
<br />TRUSSESWHERE
<br />TRUSS (DIAG BRACE TO
<br />'D 'AG BRACE To
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />R ' TRUSSES'
<br />4--0-- O.C. (AT SHEATHING
<br />SEAMS)
<br />0--0" TO 30'-0" (1) "X" BRACE
<br />ACE
<br />30--1 " TO 60--0 (3) "N" BRACE
<br />ACE
<br />SECURE a8 PT. PLATE
<br />(1) "X'BRACE 0 CENTER
<br />TO ELK W/ 1/2'DIk
<br />Q
<br />(2)"X- BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT Wt Z'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2x ODD FASCIA
<br />STRENGTH EPDXY 6'
<br />U
<br />SEWEARCHITECT6RAL
<br />MIN. EMBED. AT 3TOC
<br />MAX
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE To 2K8
<br />1.4 DiAGONA
<br />P.T. PLATE Wl 12d.s 9'
<br />STM. CHORD
<br />STIFFBACK (ASPER
<br />Oc MAX
<br />BRACING, SEE
<br />TRUSSENG)
<br />CONT. 2X4 SECURED W/
<br />PLAN FOR LOCATION
<br />(2) 10d's @ EACH TRUSS
<br />MAYNOTBE
<br />TO BE INSTALLED 0
<br />REQUIRED
<br />10,_D' 0 C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />lx4 BTM. CHORD BRACING 6-0" On END WALL OR OTHER
<br />MAX., OR 2X4 STM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" On MAXSECURED W/ (2) 1 Dd DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />VEDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />*mG,?PLRTM
<br />�CHEDUL�
<br />NU
<br />SCHEDULE
<br />SEE SCHEDULE FOR BOLT SIZE -2
<br />LSEE LEDGER SCHEDULE Cw'
<br />51/2" MIN. EMBED. (TYP)
<br />1 ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />H,
<br />H
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />BOLT,
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF IV-T
<br />3 ALL BOLTS TO HAVE WASHERS
<br />4� EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />C SERTHAN6'O/C.
<br />5.LION LIEU OF HILT1 PAFS SIMPSON TITEN 114"
<br />(2) PT
<br />DIA X Y MASONRY SCREWS MAY BE USED,
<br />SAMP RPAQIINQ� PPOI IiRFMFNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />FEDGESPACING
<br />CE"MSPACING
<br />A
<br />DOUBLE Z18
<br />itz,
<br />8" on
<br />16" On
<br />B
<br />DOUBLE 2X8
<br />3/4"
<br />91 On
<br />24" On
<br />C
<br />DOUBLE 200
<br />Itz,
<br />8!' or-
<br />16, On
<br />D
<br />DOUBLE 200
<br />3/4"
<br />W On
<br />24" On
<br />DOUBLE 2110
<br />114"
<br />TOIC
<br />16* On
<br />F
<br />DOUBLE Z(12
<br />3/4"
<br />61 On
<br />171 O/C
<br />WOOD LEDGER DETAIL
<br />SCALE: 3/4"=V-9'
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE 314"=1'4Y'
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />1. METALSTRAPSFOR ROOFANDFLOOR 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 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 HIOA 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: 3/4"=T-G'
<br />SE
<br />A R C N I T E C T $-'I
<br />6
<br />mms,
<br />,,l n
<br />G r ZSO.a...
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774-60TS
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />L AA #: 0003325
<br />L
<br />a
<br />%C,
<br />I-SUDDIV. & LMN
<br />SILVERADO
<br />LOT #3
<br />BLK #10
<br />PRoi CT#
<br />E'
<br />03719.001-03101
<br />MODET-
<br />"2045-LANTANA"
<br />GAXAGE SWING:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />1011
<br />F-PRMT
<br />DATE: 08/18/21
<br />MICALM: 1/4"=l'-0"
<br />SHEET
<br />S 3. 1 A -Al
<br />
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