14-1430-0018 -25 -14
REF 29591 -6
0
T:
O
56 -9-0
I I
16-4-0 36-6-0 3 -11-0 I
I I
I I I I
3-M-->
O.H.
I
I 24 -8-0 I 6-3-0 145 22 -7-0 1 I I
I, 3 -0-0 ,I 53 -6-0
O.H. O.H_�
ROOF TRUSS L RYOUT
SQUARE CUT OVERHANG
51 /2" I
HEEL HEIGHT = 6 3116"
3' -0" _ "
8
OVERHANG CANT
12
4PPPP'
•(OQ
HURRICANE METAL STRAP
ANCHOR EACH TRUSS (BY BLDR)
LEDGER BY BLDR
SECTION - "D"
SCHL_E; 1/4" = 1'-0"
0
o=
M O
HEEL HEIGHT = 6 3116"
SQUARE CUT OVERHANG
51/2"
3' -0"
OVERHANG
12
I
LEDGER BY BLDR
ElI
SECTION - "C"
�4
SOP °? HEEL HEIGHT = 6 3116"
X6
SQUARE CUT OVERHANG
+21' -4" BOTTOM = 2 X 4
j% PARTIALLY
j ENCLOSED
5 1/2
OVERHANG
n
3'-0"
"eam
8 -25 -14
"
ANCHOR EACH TRUSS (BY BLDR)
I AND ENGINEERING PACKAGE. DO NOT INSTALL
I
OR REGISTERED ARCHITECT MUST BE
I OR USE THESE COMPONENTS UNTIL THE FULL
[2]
- : (1)_REV./ 9-4 -"_4 !ENG.) ; -rEV./
DELIVERY PACKAGE IS RECEIVED AND ALL THE
FL -818
[SPH1]
- ! -REV./ - REV /
DESIGN, ANCHORAGE, BRACING, INSTALLATION
"eam
HURRICANE METAL STRAP
8 -25 -14
"
ANCHOR EACH TRUSS (BY BLDR)
I AND ENGINEERING PACKAGE. DO NOT INSTALL
I
OR REGISTERED ARCHITECT MUST BE
I OR USE THESE COMPONENTS UNTIL THE FULL
[2]
- : (1)_REV./ 9-4 -"_4 !ENG.) ; -rEV./
DELIVERY PACKAGE IS RECEIVED AND ALL THE
FL -818
[SPH1]
- ! -REV./ - REV /
DESIGN, ANCHORAGE, BRACING, INSTALLATION
/�
SECTION - "A"
12
4 PPP---,--'
1 GENERAI- -0FORMATION
AND USE OF COMPONENTS. DADE TRUSS
^•�
2v-01' V-011
- - - - I READ ALL NOTES. TRUSSES WII-L NOT BE
r '�
rr,.vM
REGARDING BRACING AND INSTALLATION
MATTERS. A PERMIT FROM THE BUILDING
M %UFACTU.2ED 1hiTHOUr EPP V
RO AL OF THIS
I GUIDELINES
DRAWING.
DEPARTMENT IS REQUIRED TO INSTALL THESE
BOTTOM = 2 X 4
gk ELV. +21' -4"
WARNING AND INSTRUCTIONS. THOSE
o-• „�' a
I
COMPONENTS UNTIL ONE IS OBTAINED
INSTALLING AND USING THESE COMPONENTS
�
€ MUST READAND FOLLOW THE WARNINGS AND
I
y „t
HURRICANE METAL STRAP
INSTRUCTIONS INCLUDED IN THE DELIVERY
"
ANCHOR EACH TRUSS (BY BLDR)
I AND ENGINEERING PACKAGE. DO NOT INSTALL
I
OR REGISTERED ARCHITECT MUST BE
I OR USE THESE COMPONENTS UNTIL THE FULL
[2]
LEDGER BY BLDR
DELIVERY PACKAGE IS RECEIVED AND ALL THE
FL -818
[SPH1]
TRUSSES ARE VERIFIED FOR ACCURACY. REFER
3
DESIGN, ANCHORAGE, BRACING, INSTALLATION
/�
SECTION - "A"
! TO HIB -90 SUMMARY SHEET (TRUSS PLATE
I
AND USE OF COMPONENTS. DADE TRUSS
INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
2v-01' V-011
( TRUSS DESIGNS FOR IMPORTANT INFORMATION
REGARDING BRACING AND INSTALLATION
MATTERS. A PERMIT FROM THE BUILDING
I GUIDELINES
TYPICAL OVERHANG DETAIL
3
I
I I I I
3 -0-0 I 21 -8-0
O.H. _ O.H.
HEEL HEIGHT = 6 3116"
VVEMM NU
GARAGE
12
5/
RICANE METAL STRAP
HOR EACH TRUSS (BY BLDR)
G\ Y BLDR
SECTION - "B"
TYPICAL OVERHANG DETAIL
FOR GARAGE ONLY
HANGER'S LIST - (NOA)
MARK:
TYPE:
THEADVICE OFA PROFESSIONAL ENGINEER
NOA:
[1]
MSH213 @ 45
OR REGISTERED ARCHITECT MUST BE
FL -822
[2]
HUS26
SOUGHT ON MATTERS RELATING TO BEARING
FL -818
[SPH1]
SPC. HANGER (by Bldr)
DESIGN, ANCHORAGE, BRACING, INSTALLATION
N/A
I
AND USE OF COMPONENTS. DADE TRUSS
2v-01' V-011
COMPANY IS NOT RESPONSIBLE FOR THESE
MATTERS. A PERMIT FROM THE BUILDING
I
DEPARTMENT IS REQUIRED TO INSTALL THESE
COMPONENTS. DO NOT INSTALL THESE
I
COMPONENTS UNTIL ONE IS OBTAINED
CONTRACTOR MUSTADHERE TO ALL BUILDING
§
CODE REQUIREMENTS REGARDING THE
CD
INSTALLATION AND USE OF TRUSSES
r
I
INSTALLATION AND USE, DO NOT CUT OR ALTER
`11
O
TRUSSES. DO NOT INSTALL OR USE DAMAGED
IF
N
I
TRUSSESAND REPORTANY DAMAGED TRUSSES
I
TO FABRICATOR. PROPER INSTALLATION AND
J3
USE OF THESE COMPONENTS IS THE SOLE
j
RESPONSIBILITY OF THOSE PERSONS INSTALLING
I
AND USING THESE COMPONENTS. DADE TRUSS ,
J5
COMPANY, INC. IS NOT RESPONSIBLE FOR THE
'
I
LIABILITIES THAT MAY RESULT FROM FIELD
STORAGE, MISUSE OR IMPROPER INSTALLATION
— — — — — —
— —
I
OF THESE COMPONENTS WHICH MAY RESULT IN
FAILURES, BODILY INJURY, LOSS OF PROPERTY
AND /OR LIFE. TRUSSES MUST BE INSTALLED BY
CORNER
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
SET DETAIL
TRUSS INSTALLATION AND HANDLING
I I I I
3 -0-0 I 21 -8-0
O.H. _ O.H.
HEEL HEIGHT = 6 3116"
VVEMM NU
GARAGE
12
5/
RICANE METAL STRAP
HOR EACH TRUSS (BY BLDR)
G\ Y BLDR
SECTION - "B"
TYPICAL OVERHANG DETAIL
FOR GARAGE ONLY
HANGER'S LIST - (NOA)
MARK:
TYPE:
ENG. PAGE
NOA:
[1]
MSH213 @ 45
6C
FL -822
[2]
HUS26
6B
FL -818
[SPH1]
SPC. HANGER (by Bldr)
8D
N/A
NOTE: For hanger nailing pattern and capacity, see hanger schedule (Eng. pg 6B and hanger NOA)
For Comer connection (See Eng. Sheet)
I
ERECTION SUPERVISION IS REQUIRED BY A
PROFESSIONAL ENGINEER OR REGISTERED f
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
C? S THE TRUSSES WILL CAUSE DADE TRUSS COMPANY
M O TO RELINQUISH RESPONSIBILITY FOR THE
STRUCTURAL SAFETY OF THOSE TRUSSES AND
TO NOTIFY THE BUILDING OFFICIALS. a
THIS IS A TRUSS PLACEMENT DRAWING ONLY
I TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT , _ „„•�
Y PART OF THE STRUCTURE. THIS PLAN .e
V IDENTIFIES TRUSS LOCATION, INSTALLER y
M i MUST REFER TO INDIVIDUAL ENGINEERING
W _ DRAWINGS FOR PROPER IDENTIFICATION
V) OF TRUSSES.
BRACING. ERECTION AND PERMANENT BRACING
WHICH IS ALWAYS REQUIRED ARE THE Jr
RESPONSIBILITY OF THE CONTRACTOR NOT THE b
TRUSS FABRICATOR. REFER TO INDIVIDUAL
i TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL
BRACING REQUIRED TO BE INSTALLED :r
DURING ERECTION. REFER TO ARCHITECTURAL
E DRAWINGS FOR BRACING REQUIRED TO RESIST
WIND AND OTHER SPECIFIC LOADING `r
CONDITIONS. PERSONS ERECTING TRUSSES ARE ' £
9 + ^s •
CAUTIONED TO SEEK PROFESSIONAL ADVICE ,w
N REGARDING ERECTION BRACING WHICH IS
N ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION TRUSSES
I SHALL BE ERECTED AND FASTENED IN A ;� a•
s STRAIGHT AND PLUMB POSITION.
I
BEARINGS. ALL BEARINGS. BEARINGS DESIGNS, `. :�•
BRACING AND ANCHORAGE, ARE RESPOSIBILITY
' OF THE PROJECT DESIGNER. REFER TO t.f
z INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY r
EVIEWED & APPROVED FOR COMPLIANCE I INTERIOR WALL OR PARTITION UNLESS y„
r0DETAILED THE DESIGN CONCEPT ONLY DESIGNED FOR SAME. ;
Y CHECK OF CALCULATIONS
V GIRDERS. GIRDER PLIES SHOULD BE FIELD
m
MADE CONNECTED BY BUILDER AS SHOWN IN THE ch
N ❑ SEE NOTES IN DRAWINGS INDIVIDUAL ENGINEERING DESIGNS ( F
❑ REVISE & RESUBMIT _ SPACING. TRUSS SPACING 24” O.C. UNLESS
OTHERWISE NOTED ON LAYOUT.
Checking is only for conformance with the design concept of i
o' project and compliance with the information given in the HANGERS. TRUSS MANUFACTURER WILL ONLY <"
M S9uctural Drawings. Contractor Is responsible for dimensions i SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS�f
obeconfirmedandcorrelatedat the job site ;for means and CONNECTORS AS SHOWN IN THE ENGINEERING
— — PACKAGE AND ONLY FOR SPANS OVER 12'.
Methods of construction; for information that pertains solely ALL HANGERS REQUIRED FOR TRUSSES OF LESS
to fabrication processes and coordination of all trades. THAN 12' IN SPAN AND WITH REACTIONS OF
Any conflict found in the contract Documents during the j LESS THAN 600 POUNDS MUST BE SUPPLIED
Attention ofthe A/E of Record. ' BY BUILDER. ALL CONNECTIONS REQUIRING
Any deviation from the Contract Documents (or proposed sub- SPECIALLY MANUFACTURED HANGERS ARE TO
s ltution) must be clearly noted and highlighted in these BE SUPPLIED BY BUILDER.
Sep Drawings in order to receive specific consideration. ;
Any such item not clearly noted is to be considered rejected. ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
QUANTITIES, LOADING AND DETAILS ON THIS
PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
- I BE REVIEWED AND APPROVED BY THE PROJECT ^s
I ARCHITECT, ENGINEER AND /OR CONTRACTOR
�. Date: 14 I BEFORE FABRICATION. BY ACCEPTING,
REVIEWING OR AUTHORIZING FOR FABRICATION
Ph!(JI tCISSULTING ENGINEERS, CORP. _ THE TRUSSES DESCRIBED IN THIS DRAWING,
THE BUYER OR BUYER'S REPRESENTATIVE
ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
TRUSS PLACEMENT PLAN AND
€ INDIVIDUAL TRUSS DESIGNS
s ACCEPTED AND APPROVED.
NOTE: ° BY:
1.- ALL DIMENSIONS MUST BE CHECKED AND VERIFIED. E -
2.- VERIFY TRUSS END TYPICAL DETAIL FOR ROOF TRS. DATE:
3.- BUILDER MUST ADVISE DADE TRUSS COMPANY OF
FIELD CONDITIONS BY CHECKING AND REVISING 1 CUSTOMER SOMI HOMES
ROOF TRUSS LAYOUT.
DESIGN DATA:
LOADING CRITERIA: FRC201OI TPI2007
ROOF LIVE: 30 PSF ROOF DEAD: 25 F
FLOOR LIVE: 00 PSF FLOOR DEAD: 00
WIND LOADING CRITERIA: (ASCE 7 -10)
WIND DESIGN VELOCITY: 175 MPH
WIND DURATION FACTOR: 1.6
EXPOSURE: C CATEGORY: II
DESIGN ELEVATION: 25. FT.
DEAD LOAD FOR UPLIFT: 15 LBS
IMPORTANCE FACTOR: 1.0
MODEL "A" - (ALT -2) DATE 8-25 -14
LOT BLOCK
I
I JOB ADDR. 7500 SW 57 CT. SOUTH MIAMI, FL.
ARCHITECT SOTOLONGO SALMAN HENDERSON RCHS.
T SS D IGNER OF RECORD: 1 JJL
SA VADOR URADO P.E.
NS
1 f
�•• STATE
• � `.
FC 0 R
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DADE TRUSS COMPANY INC.
6401 N.W. 74 AVE. MIAN11, FLA. 33166
DADE (305) 592 -8245
BROWARD 462 -8688
WATTS 1- 800 - 356 -7842 ~ t
FAX 477 -8092
MA