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41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 }" NAILS TO TRUSS
<br />42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 }" NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1Dd x 3 �' NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 �' NAILS TO GIRDER
<br />lx2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6 % W x 4'-D' MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3'
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEERED WOOD
<br />TRUSSES 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U. 1810 LBS, L:770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />S
<br />1 B 1C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S)
<br />8H8F8
<br />BALM BLOCK
<br />THKdMM
<br />450
<br />33/4" WOOD PANELS
<br />6000
<br />(2) 1/7' WOOD PANELS
<br />60
<br />(2) 1l7' WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />S/8" GYPSUM BOARD OR 1/7' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE (JOIST TO TOP PLATE
<br />wl (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 OBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1l7' GYP. WL. BD.
<br />SEE SHEET S1. to FOR
<br />NAIL SIZE AND PATTERN
<br />%_,_�\I-JOIST CONNECTION @ L.B.W.
<br />Y SCALE:-'=T-I" (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM.-
<br />PLATE
<br />DEPTH 1/4'D
<br />-HOLE EDGE >5/6'
<br />-HOLE DIAMETER
<br /><2/5'D SGL. STUD
<br />HOLE EDGE >5/8"
<br />01
<br />HOLE DIAMETER
<br />< 3/5'D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 1/7'=1'-0"
<br />ENGINEERED WOOD TRL
<br />0 24" OIC, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 1Dd x 1 J' 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 />"ROOFANALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Z' x 4",
<br />6', 8" x 4'-U' MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />Ir
<br />\---A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS
<br />}" x 2 k" TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)�' x 5" TITEN HD TO CMU AND (18) SDS }" x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3)16d
<br />(2) �' x 57ITEN HD TO CMU AND (18) BOB J" x 3'
<br />GALV. COMMON NAILS.
<br />tx2 SECURED W/ 1Od MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />12" O/C SEE SCHEDULE
<br />SOLID, 6' EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LBS (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 2C TYPICAL ROOF A . /4 _,
<br />GIRDER CONNECTOR(S)
<br />THO"M
<br />4500
<br />3/4" WOOD PANELS
<br />8000
<br />(2)1/2" WOOD PANELS
<br />80
<br />(2) i/2" WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA1220GAUGE
<br />W/ 10dx1/2 HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVL/IJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 5l8" AB. WITH
<br />MIN, 7" EMBEDMENT
<br />TO SLAB & (18)16d x
<br />2-1/2" NAILS TO POST.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />n°
<br />1%
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=V-0'
<br />NOTE:
<br />A— WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS Wl (2) 3/4"° SIMPSON TITEN BOLT/J-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 LBS WI (2) 3/B'° 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 LBS, 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 />E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS Wl (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 />9 ATTACHMENT DETAIL
<br />SCALE: 3/4"=1'-C'
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2 14'
<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 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 />7' COVER & 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3l4"=1'-0'
<br />8'-0" MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4)
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d 0 EA,
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-W O.C. (AT SHEATHING
<br />0'-0" TO 30'-0" (1)'-X" BRACE
<br />SEAMS)
<br />30'-l" TO 60'-0 (3) "X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE A4 CENTER
<br />TO BILK W/ 1/2" DIA
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 7'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6"
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 37' OC
<br />01AGONAL
<br />MAX.
<br />. CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />CING, SEE
<br />P.T. PLATE W/ 12d's 8"
<br />V FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />NOT BE
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W/
<br />UIRED
<br />(2) tOd's C EACH TRUSS
<br />TO BE INSTALLED IM
<br />10'-0" O.C. MAX.
<br />CHORD OF
<br />ID ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />lx4 BTM. CHORD BRACING 6'-0" O/C —/ `-END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD �+ /L /,
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />V EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />CHEDULF
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<br />51/2" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />BOLT,
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />i
<br />LAP A MIN OF 4'-O".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />CAMP CPA Nr RP/]I IIRPMPNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />BEOGESPACING
<br />CENTMSPAGNG
<br />A
<br />DOUBLE 2x8
<br />1/7'
<br />8" O/C
<br />16, O/C
<br />B
<br />DOUBLE 2(8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />IQ"
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2.10
<br />3/4"
<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 Zd 2
<br />3/4"
<br />6" O/C
<br />12' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=l'-0"
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENGID TRUSS SCALE:34"=1'-O"
<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 (F1 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, F1, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F1 AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE:-'=1'-0'
<br />A R C N I T E C T S
<br />Grousi �n
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003325
<br />h
<br />b
<br />O
<br />Stmmv. & LOT
<br />SILVERADO
<br />LOT# 8
<br />BLK 16
<br />PROJECT#
<br />03719,001-08161
<br />MODEL°
<br />"2558-HAWTHORNE"
<br />GARAGE 8TIMG:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />15 PH EXP. B
<br />
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