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(1) SIMPSON HETA16TFIUSS ANCHOR WITH
<br />(9) 10d x 1 I' NAILS TO TRUSS
<br />(2) SIMPSON HETA18 TRUSS ANCHOR WITH
<br />(12) 16d x / ,J' 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) 1 Od x 3 }' NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 }' NAILS TO GIRDER
<br />ix2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 1Sd
<br />GALV. COMMON NAILS,
<br />1X2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />'ROOFAVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: APT SYP #22'x4",
<br />6'. 8' x 4-0' MAY BE ADDED
<br />W/ 1 Od NAILS, 2 ROWS, 3-
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS,
<br />VOOD
<br />I' O/C,
<br />DRAWINGS
<br />L
<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:2706 LBS (2 PLY)
<br />1 A 1 B 1 C TYPICAL TRUSS/
<br />-�--0
<br />SSGIRDER CONNECTOR(S)
<br />8
<br />BACi031BLOCK
<br />TF#CIO@88
<br />45W
<br />3W WOOD PANELS
<br />8000
<br />(2) 1/2- WOOD PANELS
<br />S0
<br />(2) 10 WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4' T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE -ENO IJOIST
<br />5/8' GYPSUM BOARD OR 1/2' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE IJOIST TO TOP PLATE
<br />W/ (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 2x8 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 />I -JOIST CONNECTION 0 L.B.W.
<br />`* 3DALE:3/4•="°' (NO UPLIFT)
<br />DEPTH 1/4'D
<br />—HOLE EDGE a5/8'
<br />—HOLE DIAMETER
<br />c 2/5'0 SGL. STUD
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />STUD NOTCHING
<br />8AND BORING LIMITS
<br />EDGE >5/8'
<br />HOLE DIAMETER
<br /><3/5'D DBL. STUD
<br />ENGINEERED WOOD TRU
<br />0 24- O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 }' NAILS TO
<br />GIRDER. PROVIDE 5'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />2x WOOD FASCIA -'
<br />SE
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 18tl
<br />R,—✓s
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />12" O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />'ROOF/WALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: A PT SYP #2 2' x 4",
<br />6", W x N-0' 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 />TtEDOWN REQUIREMENTS.
<br />A-(i) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN
<br />WITH (4) 1g' x 5' TITEN HD TO CMU AND (12) SOS
<br />}' x 2 P TO GIRDER
<br />B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) }' x 5' TITEN HD TO CMU AND (18) SOS k x
<br />3' TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) j' x WTITEN HD TO CMU AND (18) SOS } x 3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, 8- 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
<br />GIRDER CONNECTOR(S) " 4= -0'
<br />>l
<br />BAOIGRBLOCK
<br />i18CK8886
<br />4500
<br />3/4'WOOD PANELS
<br />B000
<br />(2) 1/2" WOOD PANELS
<br />60
<br />(2) 12' WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ 1Odx1/2 HOG COMMON NAILS.
<br />@ EACH END TOTAL OF 10
<br />LVL/I-JOIST WITH
<br />BACKER BLOCK
<br />ex-
<br />HTT4 W/ S/e' A.B. WITH
<br />MIN. 7- EMBEDMENT
<br />TO SLAB 8 (18)16d x
<br />2-1/2' NAILS TO POST.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4: <
<br />LVUWOOD POST CONNECTIONS
<br />5 SCALE: 311
<br />Hill
<br />181111IN111111
<br />DE C A BBBB
<br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2)3/4" WEDGE-BOLT/J-BOLT, 5- MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2' GALV. NAILS. TO JOIST
<br />FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 314"' WEDGE-BOLT/J-BOLT, 5- MIN.
<br />EMBED (14) 1 Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1.1/2' GALV. NAILS TO JOIST
<br />FL#17241
<br />C - SIMPSON MIU3.56/18 G < 2900 LBS, U c 210 LBS W/ (4) 3/1 WEDGE-BOLT/J-BOLT, 5' MIN.
<br />EMBED (24) 1So GALV. COMMON NAILS TO HEADER AND (2) 1Odx1-1/2' GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5'
<br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
<br />FL#26749
<br />E - SIMPSON MIU4.76/16.G < 3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN.
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2). 10dx1-112' GALV. NAILS TO JOIST
<br />FLO17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />SCALE: 311
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4) 1/4' x 2 1/4'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />1111900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND (4) 1/4' x 2 1/4'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE -ENO TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2' COVER 8 2' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />6'-0" MAX (W/1X4)
<br />OR 10'-O" MAX (W/2X4))
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3 4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 1Sd GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3`1 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 W/ (2) 3/4" 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) 311 SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS283 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 />WOOD LEDGER
<br />gl_ATTACHMENT�DMETAIL
<br />4'=1'-0'
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />W-0- O.C. (AT SHEATHING
<br />O'-0- TO 30'-0- (1)'1 BRACE2(2)10dsCEACHTRUSS
<br />SEAMS)
<br />30'-1- TO 60'-0 (3)'1 BRACESECURE
<br />2x8 PT. PLATE
<br />(1)'X' BRACE* CENTERTO
<br />BLK W/ 1/2' DIA.
<br />(2)'X' BRACE DIVIDED EQUALLYANCHOR
<br />BOLT W/ 2'
<br />FROM CENTER TO END.WASHER
<br />SET IN HIGH
<br />2x WOOD FASCIA,STRENGTH
<br />EPDXY 6'
<br />SEE ARCHITECTURALM�
<br />EMBED. AT 32' OC
<br />)IAGONAL
<br />.CHORD
<br />PRE-ENG GABLE TRUSSSECURE
<br />GABLE TO 2x8
<br />CING, SEE
<br />P.T. PLATE W/ 12d's 8'
<br />V FOR LOCATION
<br />STIFFBACK (AS PERO.C.
<br />MAX
<br />NOT BE
<br />UIRED
<br />TRUSS ENO)
<br />2x4 SECURED W/
<br />TO BE INSTALLED @
<br />CHORD OF
<br />I Y-W O.C. MAX.
<br />ID ROOF TRUSSES
<br />1x4 BTM. CHORD BRACING 6'-0' O/C —J —END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />19-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSEcr1oN TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4'=1'-0'
<br />24" 24' MAX. W IJOIST Or END
<br />SPACING
<br />B" MAX.
<br />END w/WOIST ryP. TVP. P,
<br />�'ACIN EE RANTING LAN LED�ERBD.
<br />MAX MAX MAX
<br />12' EXP. (2) 2X8 SYP P.T. Q FROM (2) 2X12 SYP P T 34' EXP.
<br />BOLT/J-BOLT W/2" LEEDGEfl SOARD W EDGE LEEDGER SOARDTO BOLT/J-BOLT W/ 2'
<br />WASHER 86 /2' TO BE USED 1 ENSURE THAT EXP BE USED WITH IJOIST WASHER 8612'
<br />MIN. EMBED. (TYP) WITH IOOIST BUT BOLTS ARE PLACED MIN. EMBED. (TYP)
<br />INTO GROUTED CELLS, e' ALL
<br />AROUND BOLT. FRONT
<br />2. SPLICE OF FRONT MID REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />i 4'-W. � i
<br />m 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m
<br />4. EXP. BOLTSU-BOLTS SHOULD SYP 1
<br />NOT BE ANY CLOSER THAN 6'
<br />Z S.OIT
<br />OfcZ
<br />5. ONLY LEDGER W DIRECT w i
<br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR
<br />SYP PT CMU REWIRED TO BEPT. LEDGER
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />END SPACING
<br />OBIRN. SPACING
<br />A
<br />DOUBLE SYP 2X8
<br />1/2'
<br />8' MAX.
<br />24- O/C MAX.
<br />B
<br />DOUBLE SYP 2X12
<br />(2) 3/4'
<br />8- MAX.
<br />24" O/C MAX.
<br />10 1-JOIST WOOD LEDGER DETAIL
<br />SCALE: 3/4'=1'-0'
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE:3/4'=1'-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 (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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, 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: 311
<br />A I C N I T I C T I
<br />6
<br />Gro olgn
<br />441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com '..
<br />AA 0: 0003325 J
<br />pr DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 10D4
<br />TAMPA, FLORIDA SM34
<br />PH: 81.3-8862628
<br />FAX:81388&2802
<br />ousDiv. at LOT
<br />S ILVERADO
<br />LOT#8
<br />BLK 13
<br />PROJECT*
<br />03719.000-08131
<br />MOZ)BIA
<br />JORDYN
<br />GARAGE SWWG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. C
<br />LI
<br />DA=: 07/07/ 00
<br />9CALE: AS NOTED
<br />SHEET
<br />S3.1A
<br />
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