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A R C N I T E C T 8
<br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />@ 24" O/C, SUBMIT SHOP
<br />"ROOF/WALL/FLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 }" NAILS TO TRUSS
<br />PLYWOOD SHEATHING, SEE
<br />(1) SIMPSON HETA16
<br /># 1100 UPLIFT SIMPSON
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />ROOFIWALL/FLOOR
<br />SHEATHING
<br />TRUSS ANCHOR WITH
<br />NOTE: A PT SYP #2 2" x 4",
<br />HTSM20 WI10 10d TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />(12)16d x 1 }" NAILS TO TRUSS
<br />DBE STRAP, t EACH SIDE WRAPS UP AND
<br />FASTENER SCHEDULE"
<br />(9) 10d x 1 }" NAILS TO
<br />GIRDER. PROVIDE 5"
<br />MINIMUM CONCRETE
<br />6", 8" z 4'-0" MAY BE ADDED
<br />OI 10d NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />�p� NN
<br />Gs� 11
<br />OVER TRUSS (NOT SHOWN)
<br />G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />NOTE: A PT SYP #2 2" x 4",
<br />EMBEDMENT. USED IN
<br />ADDITIONAL PLY MAX. TO
<br /># t900 UPLIFT (2) SIMPSON
<br />,
<br />GI'OU LLC.
<br />(16) 10d x 3 }" NAILS TO GIRDER AND
<br />6", 8" x W-W MAY BE ADDED
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />HTSM20 INSTALLED ON
<br />PRE-ENG TRUSS
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />W/ tOd NAILS, 2 ROWS, 3"
<br />CONNECTOR
<br />OPPOSITE FACES OF
<br />1441 N. RONALD REAfiAN BLVD.
<br />WITH (12)16d x 3 }" NAILS TO GIRDER
<br />O!C TO FACILITATE ONE
<br />BLOCK WALL W/1010d TO
<br />LONGWOOD, FL 32750
<br />ADDITIONAL PLY MAX. TO
<br />TRUSS AND (4) 114" x 2 1/4"
<br />PH: 407-774-6078
<br />lx2, 2x WOOD FASCIA
<br />ACCOMMODATE TRUSS
<br />A -(I) SIMPSON LGT3-SD52.5 GIRDER TIEDOWN
<br />TITEN 2 ANCHORS TO
<br />CONTINUOUS BOND BEAM
<br />FAX: 407-774.4078
<br />SEE ARCHITECTURAL
<br />ANCHOR REQUIREMENTS.
<br />WITH (4) t x 5" TITEN HD TO CMU AND (12) SOB
<br />CONT POURED LINTEL
<br />www.abdeolgigroup.com
<br />2x SECURED W/ (3)16d
<br />}" x 2 }" TO GIRDER
<br />AA #: 0003325
<br />GALE. COMMON NAILS.
<br />ENGINEERED WOOD
<br />S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />1x2 SECURED W/ 10d TRUSSES @ 24" OIC,
<br />IX2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SOS }" x
<br />GALV. COMMON NAILS
<br />SUBMIT SHOP DRAWINGS
<br />SEE ARCHITECTURAL
<br />3" TO GIRDER
<br />DRAFTING BY:
<br />12" O/C
<br />FOR REVIEW
<br />2x SECURED W/ (3) 16
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />A.B. DESIGN GROUP
<br />AND APPROVAL
<br />GALV, COMMON NAILS.
<br />2 x VTITEN HD TO CMU AND (18) SOB ' x 3"
<br />()}"
<br />DRAFTING INC.
<br />1x2 SECURED W/ 10d
<br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />5498 BEASUITE CENTER BLVD.
<br />GALV. COMMON NAILS
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />SUITE 004
<br />MASONRY BOND BEAM
<br />12"O/C
<br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />FLORIDA33834
<br />TAMPA,3.34MS-2628
<br />SEE SCHEDULE
<br />PH: 819., 88.280
<br />A ALLOWABLE UPLIFT = U:1810
<br />LBS, L:770 LBS (1 PLY).
<br />A ALLOWABLE UPLIFT = 3285 L85 (2 OR 3 PLY)
<br />TITEN 2 ANCHORS MIN.
<br />FAX: 8194388.2802
<br />B ALLOWABLE UPLI
<br />FT U2705 LB2 PLY (
<br />11111111111
<br />N
<br />*- 2x WOOD FASCIA, STRENGTH EPDXY 6' - - ----- -
<br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC IF
<br />PER ELEVATION 1x4 DIAGONAL SECURE GABLE T02z8 ■
<br />PRE-ENG GABLE TRUSS
<br />BTM. CHORD P.T. PLATE W/ 12d's 8"
<br />PRE-ENG FLOCR TRUSS BRACING, SEE O.C. MAX
<br />5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION STIFFBACK (AS PER
<br />N TRUSS ENG) CONT. 2x4 SECURED W/
<br />STRENGTH CLG BOARD MAY NOT REQUIRED E TBE I20 NSTALLED @
<br />EACH SS
<br />SECURE TRUSS TO TOP PLATE wl (2) TOSTM. CHORD OF B O.C. MAX.
<br />16d TOENAILS .qr
<br />DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES I�
<br />MIN. 7" EMBEDMENT V
<br />TE SCHEDULE FOR
<br />O SLAB 8 (18)16d x
<br />2
<br />2z4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SE BOND BEAM RED.
<br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY
<br />PLANS FOR SPACING. SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING a • 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER
<br />1/2"GYP. WL BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />a•_. : '� °'a .a Q: 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END00
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />r SCALE: 3/4"=1'-O"
<br />l
<br />V
<br />PRE-ENG D TRUSS
<br />GIRDER/WOOD POST CONNECTIONS
<br />SCALE: 3l4"=1'-0"
<br />5
<br />SCALE: 3l4"=1'-0"
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />CENTRAL
<br />ACING SPACING
<br />SPACING
<br />4 SCALE: 3l4"=V-0" (NO UPLIFT)
<br />SEE SEE
<br />CHEDUL SCHEDULE MING PLAN
<br />MUM
<br />6" 7" 7" 6" 7" 7" 5" 5" 5"
<br />Cr
<br />w
<br />09
<br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />NOTCH DEPTH 114"0
<br />��'
<br />C!
<br />51I2" MIN. EMBED. (TYP)
<br />1.ENSURE ARE
<br />USED SO LONG AS THEY CONFORM TO THE
<br />,)✓ OLE EDGE >5/8"
<br />HOLE DIAMETER
<br />INTO GROUTED CELLS,,- L
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT.
<br />FOLLOWING
<br />lltMDIV Aa LOT:
<br />SILVERADO
<br />LOT #21
<br />BLK. #10
<br />PROJECT#
<br />03719.000-21101
<br />MODEU
<br />2795—F
<br />GARAGE 8`111IIMG:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />< 2/5`D SGL. STUD 2: 2. END OF FRONT AND REAR LEDGER SHOULD
<br />OUTER i/3 OF g LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ITE-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 />DIE C A B Z 4. EXP. BOLTS/J43OLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
<br />HOLE EDGE >5/8" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS WI (1) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. m CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND
<br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. S. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 314'" SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS.
<br />O - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) &4"° SIMPSON TITEN BOLT/J-BOLT, 5"
<br />BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />PLATE < 3/5'0 DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLT/JBOLT, 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"=1'-0"
<br />STUD NOTCHING
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />BEDGESFACING
<br />CEMWiLSPAGNG
<br />A
<br />DOUBLE 2x8
<br />112"
<br />8" O/C
<br />16" OIC
<br />B
<br />DOUBLE 2x8
<br />31"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />1/2"
<br />8" O/C
<br />16" O/C
<br />D
<br />DOUBLE 2x10
<br />34'
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2x10
<br />3/4"
<br />6" O/C
<br />16" O/C
<br />F
<br />DOUBLE 2x12
<br />314"
<br />6" O/C
<br />1 12" O/C
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO FI AND F2 FORCES.
<br />4
<br />na
<br />DATE: 6/03/20
<br />11 ALTERNATE MATERIALS SCALE: 1/4"=1'-O"
<br />SCALE: 314"=V-9' SFIEET Q AND BORING LIMITS 10 WOOD LEDGER DETAIL .
<br />0
<br />SCALE: 1 1/2"=1'-0" SCALE: 3/4"=1'-0"
<br />
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