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IF 'A 111 9 N I T I C 'M
<br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />0 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR
<br />DRAWINGS FOR REVIEW SHEATHING
<br />A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH — AND APPROVAL FASTENER SCHEDULE"
<br />(9) 10d x I J'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON
<br />B�(2) SIMPSON HETAI 6 TRUSS ANCHOR WITH "ROOFMALUFLOOR TRUSSANCHORWITH NOTE: A PT SYP #2 2"x 4!', HTSM20 W/10 10d TO
<br />(12) 16d x I � NAILS TO TRUSS SHEATHING (9) iOd x I J' NAILS TO 6". 8"x 4'-O"MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4"
<br />DBL STRAP, I EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3r TITEN 2 ANCHORS TO
<br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL Daign
<br />C-(I) SIMPSON LGT2 GIRDER TiEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO 1900 UPLIFT (2) SIMPSON roup�m
<br />NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER 0
<br />(16) iOd x 3 J7 NAILS TO GIRDER AND -0" MAY BE ADDED HE TSM20 INSTALLED ON PRE-ENG TRUSS
<br />(2) SIMPSON HETAl 6 TRUSS ANCHORS 6", S" x 4' AVY UPLIFT TIEDOWN REQUIREMENTS.
<br />W/ 1 Dd NAILS, 2 ROWS, W CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD.
<br />WITH (12)16d x 3 J"NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO LONGWOOD, FIL 32750
<br />ADDITIONAL PLY MAX. TO A -(I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 114"x 2 1/4"' PH: 407-774-6078
<br />IX2,2K WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />U 9 ANCHOR WITH
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<br />ON OOD FL 3
<br />A_(' ,MP PH. 40,_ � "0 -'8
<br />AX . _ :_ .
<br />WITH (4)j'x5"TITEN HDTO CMU AND (12) SOS CONT POURED LINTEL FAX: 407-774-4078
<br />SEEARCIIHEITEWCTU L ANCHOR REQUIREMENTS. To _ I. . _m
<br />D (;)tA www.abdosigigroup.com
<br />16 AA CO
<br />2x SECUF d x 2 TO GIRDER AA 0: 0003325
<br />GALV.CC ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />IX2 SECU TRUSSES 0 24"01C, IX2,2x WOOD FASCIA (2) J"x 5"TITEN HD TO CMU AND (18) SDS �'x
<br />GALV. Cc rS Op T. I
<br />3"TO GIRDER
<br />SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C ,MP DRAFTING BY:.
<br />12"O/C FOR REVIEW 2x SECURED Wl (3) 1 Sd C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.S. DESIGN GROUP
<br />AF
<br />AND APPROVAL GALV. COMMON NAILS. (2) J� x S'TITEN HO TO CMU AND (18) SOS �'x 3"
<br />NO
<br />IX2SECUREDW/10d MASONRYBOND SCREWS TO GIRDER (EACH TIEDOWN) DRAFrING INC.
<br />GALV. COMMON NAILS BEAM 5439 BEAUMONT CENTER BLVD.
<br />ENSURE THAT CELLS ARE GROUTED
<br />MASONRY BOND BEAM 12"O/C SEE SCHEDULE SOLID, 8"EACH WAY OF BOLTS SUITE 1004
<br />SEE SCHEDULE TAMPA, FLORIDA 33634
<br />PH: 81
<br />8=28
<br />A ALLOWABLE UPLIFT Ul 810 LBS, L:770 LBS (I PLY) A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY) �NCHORS MIN. FAX: 802
<br />B ALLOWABLE UPLIFT U:2365 USE. 1-1430 UBS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LES (2 PLY MIN.) 2" COVER & 2" APART I
<br />C ALLOWABLE UPLIFT U:2705 USE (2 PLY) C ALLOWABLE UPLIFT 8885 LES (2 PLY MIN.) REPAIR OF MULTIPLE
<br />88sIA 1B 1 TYPICAL TRUSS/ SCALE: 3/4�--V-0 TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR
<br />GIRDER CONNECTOR(S 2A 2B
<br />GIRDER CONNECTOR(S)
<br />(2) 2X4 No 2 SYP DIAG 2x4BLOCKING ETWEEN
<br />314" T & G SUBFLOOR GLUED AND BRACE �;; (3) 12d @ E A. TRUSSES WHERE
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING
<br />W/ 10dxl/2 HDG NAILS 0--a- TO 30'-0" (1) 'X- BRACE SEAMS)
<br />PER ELEVATION C EACH END. TOTAL OF 10 317-l" TO 60--0 (3) W BRACE SECURE 21K8 PT. PLATE
<br />(I �"r BRACE @ CENTER TO ELK W/ 1/2" DIA,
<br />FLOOR 6--0- MAX (W/lX4) (2 X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2"
<br />GIRDER �2R 10--0" MAX (W/2X4) FROM CENTER TO END. WASHER SET IN HIGH
<br />2x WOOD FASCIA, STIR NGTH EPDXY S"
<br />PER ELEVATION I MAX.
<br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
<br />10 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8
<br />BTM.CHORD P.T. PLATE W/ 12d's 8"
<br />L PRE-ENG FLOOR TRUSS BRACING, SEE O.C, MAX
<br />\L STIFFBACK (ASPER
<br />5/8"GYPSUM BOARD OR 112"HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/
<br />STRENGTH CLG. BOARD MAY NOT BE
<br />REQUIRED (2) 10d's @ EACH TRUSS
<br />SECURE TRUSS TO TOP PLATE .1 (2) L
<br />16d TOENAILS 4 W-WO.C. MAX.
<br />'N' "E
<br />DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF
<br />-T- Tr WOOD ROOF TRUSSES
<br />MIN. 7" EMBEDMENT
<br />W' (3 N d EA
<br />5 (DAG BRACE To
<br />5 TRUSSES)
<br />'ACE
<br />'E
<br />EQUALLY
<br />�C,A
<br />I _CTURAL
<br />TO SLAB & (18) 16d x
<br />2X4 OR 2X6 WOOD BEARING 2-1/2' NAILS TO POST., SEE SCHEDULE FOR
<br />'0
<br />WALL W/ SYP No 2 STUDS SEE POSTI 0 SIT DIRECTLY BOND BEAM REQ.
<br />SLAS
<br />PLANS FOR SPACING. SINGLE ON SLA13 '4
<br />STM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING -ep ix4BTM. CHORD BRACING V-0"O/C END WALL OR OTHER
<br />1/2" GYP. WL. ED. MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 01 nf-lk- lAlAl I im n-Am a amm
<br />10--0- O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN llu
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br />BTM. CHORD BRACING
<br />-ENG�DTRU`S��
<br />GIRDER/WOOD POST CONNECTIONS
<br />_�R�E
<br />SCALE: 31*'=I'-U'
<br />FLOOR TRUSS CONNECTION@ L.B.W.
<br />VEDGE CENTRAL
<br />SPACING SPACING
<br />���E: 3/4"-l'-O" (NO UPLIFT)
<br />SEE SEE
<br />SCHEDULE, SCHEDULE I'41EW KN. LAN
<br />6- -7r- 7- .,6- 11 7" L 7" 5"
<br />+Ef 177--T 1
<br />0
<br />SEE SCHEDULE FOR BOLT SIZE -J LSEE LEDGER SCHEDULE du,
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />NOTCH DEPTH 114*0
<br />HOLE EDGE >5Z'
<br />OLE DIAMETER
<br />5 112" MIN. EMBED. (TYP)
<br />EF17-a 1. ENSURE THAT EXP. BOLTS/J-3OLTS ARE
<br />PLACED INTO GROUTED CELLS, S' ALL AROUND
<br />Pr"" SOLT.
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />BUDDIV. & L07'
<br />SILVERADO
<br />LOT #25
<br />BLK #10
<br />PROJECT# 1
<br />03719.000-25101
<br />MODE&A
<br />2795-D
<br />OAMAGE 8WING,
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />k150 MPH EXP.
<br />2/5 D SGL. STUD 2. END OF FRONT AND REAR LEDGER SHOULD
<br />OUTER 1/3 OF LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ARCHI T*
<br />SPAN ONLY 3 ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />D'IE C A 4'. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES
<br />/,—HOLE EDGE �518" A - SIMPSON HUS28 G � 1200 USE, U � 1280 USE W/ (1) 3/4" SIMPSON TITEN SOLTIJ-BOLT, 5"MIN. CLOSER THAN 6"OtC. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />.. it/ B - SIMPSON HUS28 G < 2400 LBS, U - 1425 LEE W/ (2) 3/41 SIMPSON TITEN BOLT/J-BOLT, V'MIN. (2) PT DIA. x =RY THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />RF= MAY BE USED,
<br />RAMr NT
<br />EMBED (22) l6d GALV. COMMON NAILS AND (10) 1 Sd GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G � 2400 UBS, U � 1810 LES W/ (2) 314"' SIMPSON TITEN BOLTIJ-BOLT, 5"
<br />OL, MIN. EMBED (36) 1 Od GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />',�—HOLE DIAMETER 0 - SIMPSON HGUS28-2 G - 4800 LES. U < 1810 LBS W/ (4) 314" SIMPSON TITEN BOLTIJ-BOLT, 5"
<br />BTM. MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16dGALV. COMMON NAILS.
<br />PLATE 315*0 DEL. STUD E - SIMPSON HGUS28-3 G - 4800 LEE, U - 1810 LEE Wl (4) 3/4- SIMPSON TITEN BOLTIJ-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: 3/4"=V-9'
<br />STUD NOTCHING
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />rmmwAcm
<br />cwrpALmvzm
<br />A
<br />DOUBLE 2x8
<br />112"
<br />81, O/C
<br />I w O/C
<br />a
<br />DOUBLE 2X8
<br />314*
<br />811 O/c
<br />24" O/C
<br />c
<br />DOUBLE 2XIO
<br />1/2"
<br />81, O/C
<br />IS,=
<br />0
<br />DOUBLE 2XIO
<br />3/4*
<br />81, O/C
<br />2W'O/C
<br />E
<br />DOUBLE 2xi 0
<br />3/1-
<br />61, O/C
<br />I IT, O/C
<br />F
<br />DOUBLE 2xI2
<br />31C
<br />1 fill O)C
<br />I I Fo—,c--1
<br />A SIMPSON HI OA 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 FI AND F2 FORCES.
<br />Pla" 7/28/20'
<br />DATE:
<br />1�ALTERNATE MATERIALS 8CAM- 1/4"=l'-O"
<br />AND BORING LIMITS WOOD LEDGER DETAIL SCALE: 314"-l-T skirmT
<br />E: S3. 1A
<br />
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