09-112-00202 -02 -09
REF 23870 -1
0
19 -7 -0
M
In co 'r-
PnnF TRI ICC I AYnI IT
22 -9 -0 1 14 -10 -0 1
SCALE: 1 /4" = 1,_0,.
PITCH: 3 112
Truss ID: S1
Span: 19 -7 -0
Heel Left: 5 -114" Right: 5 -114"
Hght: 2'- 10 -5/8"
O 0.0 K
( -0.0)
REACTIONS & UPLIFTS
HANGER'S LIST - (NOA)
MARK:
TYPE:
ENG.
PAGE:
NOA:
[ 1 ]
MSH - 213 @ 45
6C
FL- 822
[ 3 ]
MSH - 422
6C
FL- 822
[ 2 ]
HUS26
6B
FL - 818
[ 4 ]
HUS28
6B
FL - 818
[III
THD28 - 2
6D
FL - 815
[ 9 ]
EHUH28 -3N
8
03-0611 -05
NOTE: For hanger nailing pattern and capacity, see Hanger
Schedule. ( Eng. Page 6A and Hanger NOA. )
*(1) = NOTE: FOR CONNECTION AND UPLIFT OF CORNER
JACKS (5' -0" & 7' -0" SET BACK) SEE HIP SET DETAILS. ( ENG. PAGE 6)
APPROUED TRUSS ANCHOR BY BUILDER
PLUMB CUT OUERHRNG
HEEL HEIGHT = 5-1/4"
BOTTOM = 2x4 MIN. 12
TOP = 2x4 3 /'-
i
L!•1
REVD 02 -09 -09 REVD
- - -- - -- RE%l REVD
- - - GENERAL INFORMATION
10' -6" TOP OF
BEAM ELEV.
V-6" (TYP.)
or V-0"
TRUSS END DETAIL
APPROUED TRUSS ANCHOR BY BUILDER
PLUMB CUT OUERHANG
HEEL HEIGHT = 5-1/4°
BOTTOM = 2x4 MIN. 1=
TOP = 2x4
SECTION "A"
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READ ALL NOTES. TRUSSES WILL NOT BE
MANUFACTURED WITHOUT APPROVAL OF THIS
- 1)4AWING.
WARNING AND INSTRUCTIONS. THOSE
INSTALLING AND USING THESE COMPONENTS
- nAJST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
_ X4D -ENGINEERING PACKAGE. DO NOT INSTALL
OR USE THESE COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE IS RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY. REFER
TO HIB-90 SUMMARY SHEET (TRUSS PLATE
INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
TRUSS DESIGNS FOR IMPORTANT INFORMATION
REGARDING BRACING AND INSTALLATION
GUIDELINES.
THE ADVICE OF A PROFESSIONAL ENGINEER
OR REGISTERED ARCHITECT MUST BE
SOUGHT ON MATTERS RELATING TO BEARING
DESIGN, ANCHORAGE, BRACING, INSTALLATION
AND USE OF COMPONENTS. DADE TRUSS
COMPANY IS NOT RESPONSIBLE FOR THESE
MATTERS. A PERMIT FROM THE BUILDING
DEPARTMENT IS REQUIRED TO INSTALL THESE
COMPONENTS. DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS OBTAINED.
CONTRACTOR MUST ADHERE TO ALL BUILDING
CODE REQUIREMENTS REGARDING THE
INSTALLATION AND USE OF TRUSSES.
INSTALLATION AND USE. DO NOT CUT OR ALTER
TRUSSES. DO NOT INSTALL OR USE DAMAGED
TRUSSES AND REPORT ANY DAMAGED TRUSSES
TO FABRICATOR. PROPER INSTALLATION AND
USE OF THESE COMPONENTS IS THE SOLE
RESPONSIBILITY OF THOSE PERSONS INSTALLING
AND USING THESE COMPONENTS. DADE TRUSS
COMPANY, INC. IS NOT RESPONSIBLE FOR THE
LIABILITIES THAT MAY RESULT FROM FIELD
STORAGE, MISUSE OR IMPROPER INSTALLATION
OF THESE COMPONENTS WHICH MAY RESULT IN
FAILURES, BODILY INJURY, LOSS OF PROPERTY
AND /OR LIFE. TRUSSES MUST BE INSTALLED BY
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
TRUSS INSTALLATION AND HANDLING.
ERECTION SUPERVISION IS REQUIRED BY A
PROFESSIONAL ENGINEER OR REGISTERED
ARCHITECT FOR TRUSSES OVER 40 FEET IN
LENGTH. NO ALTERATION OF THE TRUSSES
IS ALLOWED WITHOUT PREVIOUS APPROVAL OF
TRUSSES MANUFACTURER. ANY UNAUTHORIZED
ALTERATION, REPAIR OR MODIFICATION OF
THE TRUSSES WILL CAUSE DADE TRUSS COMPANY
TO RELINQUISH RESPONSIBILITY FOR THE
STRUCTURAL SAFETY OF THOSE TRUSSES AND
TO NOTIFY THE BUILDING OFFICIALS.
THIS IS A TRUSS PLACEMENT DRAWING ONLY
TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
PART OF THE STRUCTURE. THIS PLAN
IDENTIFIES TRUSS LOCATION, INSTALLER
MUST REFER TO INDIVIDUAL ENGINEERING
DRAWINGS FOR PROPER IDENTIFICATION
OF TRUSSES.
BRACING. ERECTION AND PERMANENT BRACING
WHICH IS ALWAYS REQUIRED ARE THE
RESPONSIBILITY OF THE CONTRACTOR NOT THE
TRUSS FABRICATOR. REFER TO INDIVIDUAL
TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL
BRACING REQUIRED TO BE INSTALLED
DURING ERECTION. REFER TO ARCHITECTURAL
DRAWINGS FOR BRACING REQUIRED TO RESIST
WIND AND OTHER SPECIFIC LOADING
CONDITIONS. PERSONS ERECTING TRUSSES ARE
CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING Vr'H::H IS - -- -
ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION. TRUSSES
SHALL BE ERECTED AND FASTENED IN A
STRAIGHT AND PLUMB POSITION.
BEARINGS. ALL BEARINGS. BEARINGS DESIGNS,
BRACING AND ANCHORAGE, ARE RESPOSIBILITY
OF THE PROJECT DESIGNER. REFER TO
INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
INTERIOR WALL OR PARTITION UNLESS
DESIGNED FOR SAME.
GIRDERS. GIRDER PLIES'SHOULD BE FIELD
CONNECTED BY BUILDER AS SHOWN IN THE
INDIVIDUAL ENGINEERING DESIGNS.
SPACING. TRUSS SPACING 24" O.C. UNLESS
OTHERWISE NOTED ON LAYOUT.
HANGERS. TRUSS MANUFACTURER WILL ONLY
SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
CONNECTORS AS SHOWN IN THE ENGINEERING
PACKAGE AND ONLY FOR SPANS OVER 12'.
ALL HANGERS REQUIRED FOR TRUSSES OF LESS
THAN 12' IN SPAN AND WITH REACTIONS OF
LESS THAN 600 POUNDS MUST BE SUPPLIED
BY BUILDER. ALL CONNECTIONS REQUIRING
SPECIALLY MANUFACTURED HANGERS ARE TO
BE SUPPLIED BY BUILDER.
ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
QUANTITIES, LOADING AND DETAILS ON THIS
PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
BE REVIEWED AND APPROVED BY THE PROJECT
ARCHITECT, ENGINEER AND /OR CONTRACTOR
BEFORE FABRICATION. BY ACCEPTING,
REVIEWING OR AUTHORIZING FOR FABRICATION
THE TRUSSES DESCRIBED IN THIS DRAWING,
THE BUYER OR BUYER'S REPRESENTATIVE
ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
TRUSS PLACEMENT PLAN AND
INDIVIDUAL TRUSS DESIGNS
ACCEPTED AND APPROVED.
BY:
DATE:
FRANCESCO BALLI RESIDENCE CUSTOMER BALLI CONSTRUCTION
MODEL BALLI AWN DATE FEB.2 -09
ADDITION LOT BLOCK
DESIGN DATA:
LOADING CRITERIA. FBC 2004
ROOF LIVE:30 PSF ROOF DEADZ5 PSF
FLOOR LIVE:` PSF FLOOR DEAD:_ PSF
WIND LOADING CRITERIAASCE7 -02
WIND DESIGN VELOCITY: 146 MPH
WIND DURATION FACTOR: 1.33
EXPOSURE: C CATEGORY:II
DESIGN ELEVATION12''0" FT.
DEAD LOAD FOR UPLIFT:10 LBS
IMPORTANCE FACTOR: 1.0 Kd = 1.0
JOB ADDR. 7930 SW 58 CT - MIAMI, FL
ARCHITECT GIORGIO BALLI
TRUSS DESIGNER OF RECORD: Mc
SRLURDOR R JURR
REG NO 19 9
DADE TRUSS COMPANY INC.
6401 N.W. 74 AVE. MIAMI, FLA. 33166
DADE (305) 592 -8245
BROWARD 462 -8688
O (3 1 WATTS 1- 800 - 356 -7842
1 FAX 477 -8092
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