14-1391-0018 -28 -14
REF 29591 -5
0
0
M
M
q*
0
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0
A
6-4-0
37 -2-0
j24 -8-0 J1 6-3-0 I ' 22 -7-0 I
i 1 A I 1
1 I 3 -0-0
1 53 -6-0
3 -0 -0 1
•M
.M ROOF TRUSS L_HYOUT
SCHL_E; 1/4" = 1,_0"
2
a'
CUT OVERHANG
5 1/2"
I I r I 1
I, 3 -0-0 ,I, 22 -0-0 j CIE 3 -0 -0
R14
GARAGE
HANGER'S LIST - (NOA )
O.H.
MARK:
I TYPE:
LL
O
NOA:
[1)
q 0 o
6C
FL -822
� Q m
HUS26
6B
r LL to
[SPH1)
SPC. HANGER (by Bldr)
4
N/A
0o
MUST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
a'
CUT OVERHANG
5 1/2"
I I r I 1
I, 3 -0-0 ,I, 22 -0-0 j CIE 3 -0 -0
R14
GARAGE
HANGER'S LIST - (NOA )
O.H.
MARK:
I TYPE:
ENG. PAGE
NOA:
[1)
MSH213 @ 45
6C
FL -822
[21
HUS26
6B
FL -818
[SPH1)
SPC. HANGER (by Bldr)
8D
N/A
MUST READ AND FOLLOW THE WARNINGS AND
i
C
u
Y
a
m
w
NOTE: For hanger nailing pattern and capacity, see hanger schedule (Eng. pg 6B and hanger NOA)
For Comer connection (See Eng. Sheet)
4
N
N
HEEL HEIGHT - 6 3116"
3' -0"
OVERHANG
12
30TTOM = 2 X 4 1 iN ELV. +21' -4"
NE METAL STRAP
EACH TRUSS (BY BLDR)
LEDGER BY BLDR
SECTION - "A'1
TYPICAL OVERHANG DETAIL
21-01011-011
I
CUT OVERHANG
51 /2"
CORNER SET DETAIL
HEEL HEIGHT = 6 3116"
3' -011
OVERHANG
12
5FFP-
NE METAL STRAP
EACH TRUSS (BY BLDR)
LEDGER BY BLDR
SECTION - "B"
O
1
r
O
1
N
ELV. +13' -0'
TYPICAL OVERHANG DETAIL
EVIEWED & APPROVED FOR COMPLIANCE
X o H TH E DESIGN CONCEPT ONLY
DETAILED CHECK OF CALCULATIONS
MADE
_ D SEE NOTES IN DRAWINGS "±
O •�
r
v REVISE & RESUBMIT }
Checkir.., is only for conformance with the design concept of
The I_roject and compliance with the information given in the
Structural Crawings, Contractor is responsible for dimensions
To be cenhrmed and correlated atthe job site; formeans and
Metheds of cersstruction; for information that pertains solely
to f-: rication processes and coordination of all trades.
Any ccnfiict found in the contract Documents duringthe
Attentim—,, of the A/E of Record.
Any deviation from the Contract Documents (or proposed sub-
stitution) must be clearly noted and highlighted in these
Sop Drawings in order to receive specific consideration.
Any such item not clearly noted is to be considered rejected.
By: Date:
PP''., N ULTING ENGINEERS, CORP.
NOTE:
1.- ALL DIMENSIONS MUST BE CHECKED AND VERIFIED.
2.- VERIFY TRUSS END TYPICAL DETAIL FOR ROOF TRS.
3.- BUILDER MUST ADVISE DADE TRUSS COMPANY OF
FIELD CONDITIONS BY CHECKING AND REVISING
ROOF TRUSS LAYOUT.
DESIGN DATA:
LOADING CRITERIA: FRC2010/TPI2007
ROOF LIVE: 30 PSF ROOF DEAD: 25 PSF
FLOOR LIVE: 00 PSF FLOOR DEAD: 00 PSF
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
TRUSS DESIGNER 0 R CC
SALVADOR , � f�� P.
CLA% /
P
Se O
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S$ / 0 N A\-
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B -28 -14
(1 RE's/./ 9-4 -14 (ENG.) REV /
REV./ - - - REV /
GENERAL INFORMATION
READ ALL-NOTES. TRUSSES WILL NOT BE
MAN'JFAC'URED WITHOUT APPROVAL OF THIS
t CRA.V.rC.
INA RNING A ND INS TR UC TIO NS. THOSE
i INSTALLING AND USING THESE COMPONENTS
MUST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
AND ENGINEERING PACKAGE. DO NOT INSTALL
I OR USE THESE COMPONENTS UNTIL THE FULL
I DELIVERY PACKAGE IS RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY. REFER
I TO HIB -90 SUMMARY SHEET (TRUSS PLATE
I INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
TRUSS DESIGNS FOR IMPORTANT INFORMATION
REGARDING BRACING AND INSTALLATION
E GUIDELINES.
3
i
THE ADVICE OF A PROFESSIONAL ENGINEER
OR REGISTERED ARCHITECT MUST BE
SOUGHT ON MATTERS RELATING TO BEARING
E DESIGN, ANCHORAGE, BRACING, INSTALLATION
` AND USE OF COMPONENTS DADE TRUSS
COMPANY IS NOT RESPONSIBLE FOR THESE
MATTERS. A PERMIT FROM THE BUILDING
z DEPARTMENT IS REQUIRED TO INSTALL THESE i
COMPONENTS. DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS OBTAINED
CONTRACTOR MUSTADHERE TO ALL BUILDING
CODE REQUIREMENTS REGARDING THE
I INSTALLATION AND USE OF TRUSSES
E
' 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
III
STRUCTURAL SAFETY OF THOSE TRUSSES AND
I TO NOTIFY THE BUILDING OFFICIALS
THIS IS A TRUSS PLACEMENT DRAWING ONLY
TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
I PART OF THE STRUCTURE. THIS PLAN
E IDENTIFIES TRUSS LOCATION, INSTALLER
MUST REFER TO INDIVIDUAL ENGINEERING
4
DRAWINGS FOR PROPER IDENTIFICATION
OFTRUSSES.
3 BRACING. ERECTION AND PERMANENT BRACING`1•
E 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
t ,
BRACI1`?3 REQUIRED TO BE INSTALLED
DURING ERECTION. REFER TO ARCHITECTURAL
DRAWINGS FOR BRACING REQUIRED TO RESIST
~ T`
WIND AND OTHER SPECIFIC LOADING
o
f %•
CONDITIONS. PERSONS ERECTING TRUSSES ARE
; • o
CAUTIONED TO SEEK PROFESSIONAL ADVICE
<=
=
REGARDING ERECTION BRACING WHICH IS
"
I ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION. TRUSSES
SHALL BE ERECTED AND FASTENED IN A"
e
STRAIGHT AND PLUMB POSITION.
„• ,,
E BEARINGS. ALL BEARINGS. BEARINGS DESIGNS,
E BRACING AND ANCHORAGE, ARE RESPOSIBILITY
OF THE PROJECT DESIGNER. REFER TO
INDIVIDUALTRUSS DESIGNS FOR REACTIONS AND `
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
t I
INTERIOR WALL OR PARTITION UNLESS
I' ;
"
DESIGNED FOR SAME.
(
GIRDERS. GIRDER PLIES SHOULD BE FIELD
CONNECTED BY BUILDER AS SHOWN IN THE
=seY
INDIVIDUAL ENGINEERING DESIGNS
- w
SPACING. TRUSS SPACING 24" 0 C UNLESS
OTHERWISE NOTED ON LAYOUT
HANGERS. TRUSS MANUFACTURER WILL ONLY
ti
SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
qj
I CONNECTORS AS SHOWN IN THE ENGINEERING
E PACKAGE AND ONLY FOR SPANS OVER 12'
ALL HANGERS REQUIRED FOR TRUSSES OF LESS
I 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
i PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
BE REVIEWED AND APPROVED BY THE PROJECT
ARCHITECT, ENGINEERAND /OR CONTRACTOR
BEFORE FABRICATION. BYACCEPTING,
REVIEWING OR AUTHORIZING FOR FABRICATION
THE TRUSSES DESCRIBED IN THIS DRAWING,
THE BUYER OR BUYER'S REPRESENTATIVE
ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
6 TRUSS PLACEMENT PLAN AND
9 INDIVIDUAL TRUSS DESIGNS
ACCEPTED AND APPROVED.
BY:
DATE:
CUSTOMER SOMI HOMES
's
MODEL "A "- (ALT -1) DATE 8 -20 -14
LOT BLOCK
I JOB ADDR. 7510 SW 57 CT. SOUTH MIAMI, FL.
ARCHITECT SOTOLONGO SALMAN HENDERSON
RCHS.
s -
1 JJL
,ter_ -_ -,.�— - _-. - - 'fit..•••
DADE TRUSS COMPANY INC.
p 6401 N.N. 74 AVE. NIIAN11, FLA. 33166 " -
DADE (305) 592 -8245
BROWARD 462 -8688
WATTS 1- 800- 3564842 Y' • .
I FAX 477 -8092 t•..
MA