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SECTION #1
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iter't of Conuact Documents t;ortra for is so'ely rasp.•' Ible
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Weans, technlyues, sequences aid procedures of constiuction
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contract cost revisions unless so stated in separate lette
change of order. Reviewed -
Reviewed - ❑ No Exceptions Taken
Resubmit as Noted Reviewed -
ReJected - ❑ Exception N ted ❑
DATE: DATE:
RECEIVED: RETURNED:
BY:
SOTOLONGO SALMAN HENDERSO
AR# 17181 ARCHITECTS L.L.C. AR# 7712
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INJ12C�.'d'. +,c ,
CTIONS: THOSE INSTALLING AND
USING
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NENTS M ST t,
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AD °AND
FOL•LO FOLLOW
;THE WARNINGS AND
•. , 't
INSTRUC ^
TIONS INCLUDED CLUDED IN'', `DELIVI RY AND ENGINEERING
Y.,
'TACKAG ..
E DO NOT INSTA ':
LL• OR USED' THESE COMPONENTS UNTI
,_ L THE
rFULL D
ELNERY P
ACKAGE I '.' '
S REC V
- - ED_.AND ALL THE TRUSSES ARE
-VERIFIED FOR ACCURACY. REFER TO BCSI SUMMARY SHEET TRUSS
PLATE
INSTITUT '
E. R>;GO
- MMEI�TDATIONS) AND INDIVIDUAL TRUSS
DESIGNS•FOJt IMPORIrANT'INFORMATION REGARDING BRACING AND
INSTKALI;
�.
ATION . GUII! i
��+•r�INES -
'Liar ''"�a -.t _L., 31.i ,'s1.• .+„1_
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- THE- ;ADVICE OF A PROFESSIONAL ,ENGINEER OR REGISTERED
ARCH
ITECT�MUST '�
BE `SO
UG t � ON -
HT MATTERS
, 3 A RELATING TO BEARING
'DESIGN;;ANCHORAGE;.BRACING, INSTALLATION AND USE OF
,COMPONENTS. DADS - ,TRUSS COMPANY IS NOT RESPONSIBLE FOR THESE
.MATTERS.-A PERMIT FROM 'THE BUILDING DEPARTMENT IS REQUIRED
TO' +ISNTALL THESE COMPONENTS. DO NOT INSTALL THESE
COMPONENTS .UNTIL;ONE,IS; ;OBTAINED: CONTRACTOR MUST ADHERE
TOKALL %BUILDING CODE REQUIREMENTS REGARDING THE
• I"7'r ^ U ... . .
' INS'T'ALLATION AND, L SE; OF .TRUSSES.
,. • •_ -�•
.INSTALLATION AND,USE: D6,_-NOT CUT OR ALTER TRUSSES. DO NOT
:INSTALL,OR USE DAMAGED TRUSSES AND REPORT ANY DAMAGED
TRUSSES TO FABRICATOR. PROPER ISNTALLATION AND USE OF THESE
COMPONENTS IS THE SOLE' RESPONSIBILITY OF THOSE PERSON
INSTALLING •AND USING THESE COMPONENTS. DADE TRUSS COMPANY,
INC. IS NOT RESPONSIBLE-FOR THE LIABILITIES THAT MAY RESULT
FROM FIELD STORAGEf MISUSE, OR IMPROPER INSTALLATION OF THESE
COMPONENTS, WHICH.MAY.RESULT IN FAILURES, BODILY INJURY, LOSS
OR- PROPERTY, AND %OR,LIFE..TRUSSES MUST BE INSTALLED BY
-CONTRACTORS WITH 'SUFFICIENT EXPERIENCE IN TRUSS INSTALLATION
AND HANDLING. . ' -
.. 4- - .
ERECTION SUPERVISION• IS'REQUIRED BY A PROFESSIONAL ENGINEER
OR REGISTERED ARCHITECT FOR TRUSSES OVER 40 FEET IN LENGTH.
.-�• _:r.',.. .
NO ALTERATION OF THE TRUSSES IS ALLOWED WITHOUT PREVIOUS
APPROVAL'"OF TRUSSES •MANUFACTURER. ANY UNAUTHORIZED
ALTERATION ,• REPAI 94NODIFICATION OF THE TRUSSES WILL CAUSE
1. R'� .
DADE ,TRUSS COMPANVTO RELINQUISH RESPONSIBILITY FOR THE !
• STRUCTURAL SAFETY_ OF THOSE TRUSSES AND TO NOTIFY BUILDING .1 14
OFFICIALS. THIS IS A TRUSS PLACEMENT DRAWING ONLY. TRUSSES i' '
SHOWN ON THIS PLAN ARE' A COMPONENT PART OF A STRUCTURE.
THIS PLAN IDENTIFIES TRUSS 'LOCATION, INSTALLER MUST REFER TO . 6`s
INDIVIDUAL ENGINEERING DRAWINGS FOR PROPER IDENTIFICAITON 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 A `•
BRACING REQUIRED TO- BE'JINSTALLED DURING ERECTION. REFER TO *.-
ARCHITECTURAL DRAWINGS T,OR - BRACIRTG REQUIRED TO RESIST WIND t .
AND OTHER SPECIFIC LOADING' CONDITIONS. PERSONS ERECTING +
TRUSSES ARE CAUTIONED TO -SEEK PROFESSIONAL ADVICE REGARDING : 41_y*
ERECTION BRACING WHICH 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, BEARING DESIGNS, BRACING, AND ,`,, V
ANCHORAGE, ARE RESPONSIBILITY OF THE PROJECT DESIGNER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND UPLIFTS. TRUSSES "-. ;
MAY NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS .�r;61i
DESIGNED FOR THE SAME
GIRDERS: GIRDER PLIES SHOULD BE FIELD CONNECTED BY BUILDER AS I 1
SHOWN ON THE INDIVIDUAL ENGINEERING DESIGNS. �`i�:0
SPACING: TRUSS SPACING 24" OC UNLESS OTHERWISE NOTED ON
LAYOUT. - ,P
. •
1k r^
HANGERS: TRUSS MANUFACTURER WILL ONLY SUPPLY STANDARD . �'t;
LIGHT GUAGE TRUSS TO TRUSS CONNECTORS AS SHOWN IN THE ! '
ENGINEERING PACKAGE AND ONLY FOR SPANS OVER 12'. ALL HANGERS . (-'r'-
REQUIRED FOR TRUSSES OF LESS THAN 12' IN SPAN AND WITH 4
REACTIONS OF LESS THAN 600 LBS MUST BE SUPPLIED BY BUILDER. ALL I
CONNECTIONS REQUIRING SPECIALLY MANUFACTURED HANGERS ARE j
TO BE SUPPLIED BY BUILDER I
•
- ACCEPATANCE AND APPROVAL: ALL DIMENSIONS, QUANTITIES, i #
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:
Client SOMI HOMES LLC.
Job Name' SINGLE FAM. CABANA PLAYROOM 1,
Model: Date: 03/23/15
Lot N: Block
Job Addr: -
7530 SW 57 CT SOUTH MIAMI, FL.
A�}'t� •' SOTOLONGO SALMAN HENDERSON I
DESIGN. DATA `" -- - -- - - - -- - -- -- - - - - --
. n. __ . 1. ,
- . SAL AD R- A JURADO• PE - '
;'` REG 9939. • - •t, ,
LOADING. CRITERIA: FRC2010/TPI2007: ``�N111 �ff�l /��I� , a,. •
ROOF'LIVE- 30•PSF ROOF DEAD- PSF ```���I �R'�l 9/'iii . ' -
FLOOR:T.IVE:" 1- FLOOR DEAD, .'' ��QV .\G�, `i:•, `
WIND;LOADING'CRTTERIA:.ASCE7 -10 1 ' `i DADE TRUSS COMPANY
WIND DESIGN: VELOCITY: 17$ 'MPH = 1,9 _ t .
WIND DURATI N TACTOR: 1.60 = * , = • ' -
EXPOSUREt C'• CATEGORY: II - * ci Gaoi NW 74 AVE /MIAMI, FL 33166
rs -o' STA F I
,` . DADE (305) 592-5245
DESIGN.ELEV,ATION, 1T-0" ,'pO'.• FL ' p; :.. `�
DEAD 'LOAD•' FOR-UPLIFT: 15 PSF ',,�i� A� • • • ` c•��������` BROWARD 462 -8688
- .IMPORTANCE`'FACTOR: 1.00 */11 tl/l • • 1 �N �N�``� WATTS 1-800-356-7842
. 1111 FAX 477 -8092
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DESIGN. DATA `" -- - -- - - - -- - -- -- - - - - --
. n. __ . 1. ,
- . SAL AD R- A JURADO• PE - '
;'` REG 9939. • - •t, ,
LOADING. CRITERIA: FRC2010/TPI2007: ``�N111 �ff�l /��I� , a,. •
ROOF'LIVE- 30•PSF ROOF DEAD- PSF ```���I �R'�l 9/'iii . ' -
FLOOR:T.IVE:" 1- FLOOR DEAD, .'' ��QV .\G�, `i:•, `
WIND;LOADING'CRTTERIA:.ASCE7 -10 1 ' `i DADE TRUSS COMPANY
WIND DESIGN: VELOCITY: 17$ 'MPH = 1,9 _ t .
WIND DURATI N TACTOR: 1.60 = * , = • ' -
EXPOSUREt C'• CATEGORY: II - * ci Gaoi NW 74 AVE /MIAMI, FL 33166
rs -o' STA F I
,` . DADE (305) 592-5245
DESIGN.ELEV,ATION, 1T-0" ,'pO'.• FL ' p; :.. `�
DEAD 'LOAD•' FOR-UPLIFT: 15 PSF ',,�i� A� • • • ` c•��������` BROWARD 462 -8688
- .IMPORTANCE`'FACTOR: 1.00 */11 tl/l • • 1 �N �N�``� WATTS 1-800-356-7842
. 1111 FAX 477 -8092
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