13-1298-001ci
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F.B.C.2319.17.2A.2 FOR TRUSSES HAVING AN OVERALL LENGTH OF
ALL TRUSSES SPACED Zr O.C. UNLESS OTHERWISE SPECIFIED
UPLIFT CONNECTIONS TO TRUSSES AND GIRDER
ALL NECESSARY REPAIRS TO TRUSSES
MUST BE REPORTED TO FORT DALLAS
REVISION OF TH13 SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE
OF POLICY NO.5 METRO DADE COUNTY BUILDING AND ZONNING DEPARTMENT EXCEPT
THE BOTTOM CHORD IN EXCESS OF 35 FEET(10.7m) OR 6 FEET (1829
mm) OVERALL HEIOHT. ERECTION SHALL BE SUPERVISED BY EITHER
NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT.
TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER,
ARCHITECT OR O.C., NOT THE FABRICATOR. DO NOT
TRUSS CO. WITHIN 48 HOURS OF
FOR ALL BUILDING COMPONENTS NOT FABRICATED BY FORT DALLAS TRUSS CO. REFER TO
ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION
A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED
ARCHITECT RETAINED BY THE CONTRACTOR.
ENGINNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES.
IT 13 THE RESPONSIBILITY OF THE BUILDER TO UTILIZE
CUT OR ALTER TRUSSES BEFORE NOTIFYING AND10R
APPROVAL IN WRITTING BY FORT DALLAS TRUSS CO.
DISCOVERY. TRUSS LAYOUT IS A
PLACEMENT PLAN ONLY.
PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS,
PLATE STRESS INCREASE: MA
ENGINNEERED DRAWINGS WHEN ERECTING THE TRUSSES.
C
BUILDING CATEGORY
WALLS AND FOUNDATION REQUIREMENTS OF THE F.B.C.
7r— ,A-n
ROOF TRUSS LAYOUT
_ F IDMWfING l SUBMITTAL REVIEW
ROVEQ ❑APPROVED WITH CHANGES NOTED
❑ REVISEANQ RESU@MIT ❑ REJECTED•
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL
UONFORMANCE TO CONTRACT DOCUMENTS ONLY THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS
AT JOB SITES FOR TOLERANCES. CLEARANCES, QUANTMES,
FABRICATION ROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDINATIO OF HIS WORK WITH OTHER TRADES AND FULL
COMPLIANCEWI TH CO TDOCUMENTS. t
BY _DATEj
BELL N ARCHITECTURE, INC.
13131 SW 132 ST. SUITE 104, MIAMI, FL 33196
"ATTENTION BUILDER"
ALL DIMENSIONS
OVERHANGS, PITCH, ETC.
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
TRUSS LOADING CONDITIONS
- J039 MAW1760z, P.E.
FLOOR TRUSSES
C -jrsult!rt) Engineer rivl!14t- u;Aurrll
,
24 E. 5th Street
Hialeah, FL 33010
....
;� :� • •' •
(FCorida_P.E.;031509)
BOTTOM CHORD DEAD:
MESSINESS
; •: �•;W
- . • u�
STAVRMRMT Ca my- professlonbl
judgement and to the best of my
knowledge and belief, these trusses
specif cafitons _-amiy w7th the applicable
- bulic!ing c des
LUMBER STRESS INCREASE:
PLATE STRESS INCREASE: 1.00
PLATE STRESS INCREASE: MA
EXPOSURE CATEGORY
C
BUILDING CATEGORY
11
WIND DESIGN VELOCITY
175 MPH
IMPORTANCE FACTOR
1.00
WIND LOAD DURATION FACTOR
1.60
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ROOF TRUSS LAYOUT
_ F IDMWfING l SUBMITTAL REVIEW
ROVEQ ❑APPROVED WITH CHANGES NOTED
❑ REVISEANQ RESU@MIT ❑ REJECTED•
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL
UONFORMANCE TO CONTRACT DOCUMENTS ONLY THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS
AT JOB SITES FOR TOLERANCES. CLEARANCES, QUANTMES,
FABRICATION ROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDINATIO OF HIS WORK WITH OTHER TRADES AND FULL
COMPLIANCEWI TH CO TDOCUMENTS. t
BY _DATEj
BELL N ARCHITECTURE, INC.
13131 SW 132 ST. SUITE 104, MIAMI, FL 33196
"ATTENTION BUILDER"
ALL DIMENSIONS
OVERHANGS, PITCH, ETC.
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x6 STD.
BOTTOM = 2x4 MIN. 12
STOP= 2x4 MIN. 4.0/
i
. � N/A
12
. .
i
O
i
Pg
2' -0"
I
TRUSS END DETAIL
,BEARING HEIGHT SCHEDUE
'— All WALLS SHOWN ON THIS IAROUf —
ARE TO BE LOAD BEARING
9'-2-
I
I �
CORNER SET
SPACING
COMPONENTS /CLADDING ASCE 7 -10
TRUSS LOADING CONDITIONS
- J039 MAW1760z, P.E.
FLOOR TRUSSES
C -jrsult!rt) Engineer rivl!14t- u;Aurrll
,
24 E. 5th Street
Hialeah, FL 33010
....
;� :� • •' •
(FCorida_P.E.;031509)
BOTTOM CHORD DEAD:
- - -- - -
; •: �•;W
- . • u�
STAVRMRMT Ca my- professlonbl
judgement and to the best of my
knowledge and belief, these trusses
specif cafitons _-amiy w7th the applicable
- bulic!ing c des
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x6 STD.
BOTTOM = 2x4 MIN. 12
STOP= 2x4 MIN. 4.0/
i
. � N/A
12
. .
i
O
i
Pg
2' -0"
I
TRUSS END DETAIL
,BEARING HEIGHT SCHEDUE
'— All WALLS SHOWN ON THIS IAROUf —
ARE TO BE LOAD BEARING
9'-2-
I
I �
CORNER SET
SPACING
COMPONENTS /CLADDING ASCE 7 -10
TRUSS LOADING CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE: 30.0
TOP CHORD LIVE: MA
TOP CHORD DEAD: 15.0
TOP CHORD DEAD: NIA
5 r3 '�
BOTTOM CHORD DEAD:
TOTAL LOAD (PSF) 55.0
TOTAL LOAD PSF
LUMBER STRESS INCREASE: 1.33
LUMBER STRESS INCREASE:
PLATE STRESS INCREASE: 1.00
PLATE STRESS INCREASE: MA
EXPOSURE CATEGORY
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x6 STD.
BOTTOM = 2x4 MIN. 12
STOP= 2x4 MIN. 4.0/
i
. � N/A
12
. .
i
O
i
Pg
2' -0"
I
TRUSS END DETAIL
,BEARING HEIGHT SCHEDUE
'— All WALLS SHOWN ON THIS IAROUf —
ARE TO BE LOAD BEARING
9'-2-
I
I �
CORNER SET
SPACING
COMPONENTS /CLADDING ASCE 7 -10
TRUSS LOADING CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE: 30.0
TOP CHORD LIVE: MA
TOP CHORD DEAD: 15.0
TOP CHORD DEAD: NIA
BOTTOM CHORD DEAD: 10.0
BOTTOM CHORD DEAD:
TOTAL LOAD (PSF) 55.0
TOTAL LOAD PSF
LUMBER STRESS INCREASE: 1.33
LUMBER STRESS INCREASE:
PLATE STRESS INCREASE: 1.00
PLATE STRESS INCREASE: MA
EXPOSURE CATEGORY
C
BUILDING CATEGORY
11
WIND DESIGN VELOCITY
175 MPH
IMPORTANCE FACTOR
1.00
WIND LOAD DURATION FACTOR
1.60
.
ALL HANGERS IN THIS TABLE
MUST BE NAILED TO ITS FULL CAPACITY.
WITH NAILS OR BOLTS AS REQUIRED
BY SPECIFIC HANGER.
I M NGER I HAINDGER I TRUSS I.D. I
N
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III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE
PERFORMED BY EXPERIENCED PROFESSIONALS. FORT DALLAS TRUSS CU. EXPECTS
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY FORT DALLAS TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. FORT DALLAS TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER TRUSSES IS THE _17y Y Or '0tj �, ,
RESPONSIBILITY ARCH., OR F3#J�) Oli'YG' OED ?I!f {f
SPECIAL HANGERS BY STRUCTURAL SECTION
i
PURCHASER OF TRUSS PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINEERING
SHEETS FOR NUMBER OF PLIES AND
NAILING /BOLTING PATTERN REQUIRED FOR
GIRDER TRUSSES. SET -BACK FOR HIPS, ETC.
t3: .
SHEATHING UNDER ALL
VALLEY SETS BY BLDR.
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