00-1362-001 10-28-98
10_.28._98
-- I FpPROUED TRUSS Mm BY BUILDER
REF: 14141-1 R
I Ev./
n SIGHT = --5-3 ��. �. REV. 3 5° o0
BOTT(Lk = 2x4 MIN.
2 REV./10 � ��:. REV.; .�
m�
04.141—lX> TOP = 2)c4 MIN: (3ENERAI
12 .INFORMATION
6.0 P;"' READ ALL NOTES.TRUSSES WILL NOT BE
MANUFACTURED WITHOUT APPROVAL OF THIS
�1 DRAWING.
Ip • • ELEV. 191 _ 911 INSTALLING AND USING THE THOSE
INSTALLING AND USING THESE COMW;NEIJTS
I
MUST READ AND FOLLOW THE WARNN�Y'S,A14D
7-7-0
• a INSTRUCTIONS INCLUDED N THE DELIVERY
-5-0 3-2-0 7-4 A AND ENGINEEitINCB PACKAGE,z;O NOT ASTALL
20-3-4 �._ OR USE THESE.COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE IS RECt:fVED ANC ALL THE
TRUSSES ARE VERIFIED FOR ACCURA:Y.REFER
-0 TO HIB-90 SUMMARY SHEET(TRL'SF,PLATE
INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
TRUSS DESIGNS FOF-I�:..`ORTANTINFORA':1TAN
�iNi �> 20-4-0
33-8-0 REGARDINO BF'.ACING AND INSTALLATION
GUIDELINES.
TRUSS END DETAIL ��.
-7 1 -1 -3 _ �I' -7 ^ ._. t THE ADVICE OF Pftr & .3 0NAL ENGINEER
/lv
"� -� OR REGISTERe� RCHiTC•" ';d'JST LEI
-� SOUGHT ON MAT' 4R RELA'i I143 TO I°r"tIiJG
Jl �.
fi" J 1 ti DESIGN,ANCHORAGK,BRACH 43 IN TI LU
p'•t t` t` t` N ti LP1 (+7 AND USE OF COMPGN'ENTS D,.JG ti SS
4 / J3 �P `'t•An -t -� -1 COMPANY IS NO.•^9,C+ONSIRi'FOR THESE
u+ 20 (r MATTERS. A PE�tP" �r.OM THE BUILLING
I
DEPARTMENT IS R Q.Ii cD TO INSTALL IdEr.E
HS �� COMPONENTS.DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS'OBTAINED.
I N I I J3 b CONTRACTOR MUST ADHERE TO ALL 6UILDING
I H7A ' t� i` d0, li � L \ CODE REQUIREMENTS REGARDING T:-iE
w :.T0 I,I �$"e, i i C. TALLATION AND USE OF TRUSSES.
(i
H9R 9 u`% co ( J5 ,
1 `�4 I I r INSTALLATION AND US . U0 NOT CUT OR ALTER
.,�',�J' ��?L �M L. {yL TRUSSES.DO NOT INSTALL OR USE D.'MAGED
T21 (,J 6 i' \$4, r + TRUSSES AND REPORT ANY DAMAGED TRU:`:SES I
c� -1cSlfj ,n�El.+9-1
w'r3 /�'/ S'�I /, a i Q� _ H9C • �°"' °CTS.#_ �- + TO FABRICATOR. PROPER INSTALLATION;:IVD "
EL. S USE OF THESE COMPONENTS IS THE SOLE
I RESPONSIBILITY OF THOSE PERSONS,NSTALLING
- AND USING THESE CL%.00NFNTS. DADE TRUSS
- N�8 j i I H 1 1 COMPANY,INC.IS NOY;z� .`ONSIBLE FOR THE
ii1 �u�� D Z4r LIAi31LITIES THAT MAY REf.I!LT FROM FIELD
r i. � +� ,• • • , � � � � `�� PITCH � 6 : 'I 2 -- uu� x b ToP c:�+o;®
�w�A STORAGE,MISUSE OR IMPRO"ER INSTALLATION
71 / - C� `cuut-p I OF THESE COMPONENTS WHICH MAY RESULT IN
2'-0' -"'� FAILURES,BODILY INJURY,LOSS OF PROPERTY
0-8 H 14 AND/OR LIFE. TRUSSES MUST BE INSTALLED BY
i 19-.1't - _ .
H] - -- _ CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
j _ t a y I,J TRUSS INSTALLATION AND HANDLING.
T19 Ir` H15 ERECTION SUPERVISION IS REQUIRED BY A
cvi ti
PROFESSIONAL ENGINEER O GI
Q` � m #(` H16 ' ARCHITECT FOR TRUSSES OVER 40 FEET IN c%j T21 0%3 � LENGTH. NO ALTERATION OF THE TRUSSES
cu
T21 v'i� T 16 IS ALLOWED WITHOUT PREVIOUS APPROVAL OF OF TRUSSES MANUFACTURER.ANY UNAUTHORIZED
4RAM�NU $ �— ALTERATION,REPAIR OR MODIFICATION OF c'j[/T20 J = T 15 3,yL`b' Loo �S THE TRUSSES WILL CAUSE DADE TRUSS COMPANY
PITCH �' 6 : 12 FRAMING B B L D R 4 m TO RELINQUISH RESPONSIBILITY FOR THE y_ ,
cF � tJ � STRUCTURAL SAFETY OF THOSE TRUSSES AND
IF T20 T 15 TO NOTIFY THE BUILDING OFFICIALS.An 114 CIL I
THIS IS A TRUSS PLACEMENT DRAWING ONLY
T20 TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
T 15 La PART OF THE STRUCTURE. THIS PLAN
m IDENTIFIES TRUSS LOCATION, INSTALLER
H9 T15 MUST REFER TO INDIVIDUAL ENGINEERING
Z ,_ DRAWINGS FOR PROPER IDENTIFICATION ' =W
2 * EL 4 OF TRUSSES.
1 H7 / H7B
_12,-16 'IZ�7CQ I? BRACING. ERECTION AND PERMANENT BRACING K,4
J5
p 4 6 `� WHICH IS ALWAYS REQUIRED ARE THE
J5
• �� H5B tm� � �+ RESPONSIBILITY OF THE CONTRACTOR NOT THE , •.*�k
TRUSS FABRICATOR.REFER TO INDIVIDUAL•
e
13 J3 J3 •I , i TRUSS DESIGNS AND ARCHITECTURAL OR $
; L. _ — - - - - ENGINEERING DRAWINGS E OR ADDITIONAL
e
J 1 J 1 tr
J1 + DURING ERECT AN.REFER TO ARCHITECTURAL
M Ln n• I%- I,- r- U ! Ch t„) � � � ¢ C7 . • WIND AND OTHER SPECIFIC LOADING
DRAWINGS FOR BRACING REQUIRED T 0 RESIST
9 -7 -T '7 -� Lrt In In In -I =� CONDITIONS. PERSONS ERECTING TRUSSES ARE
ELEV. +9'-2° (G)-T ' ' � T� CAUTIONED TO SEEK PROFESSIONAL ADVICEr
2�4!' '-'� �1•EDgE•Q-b�$�`�' REGARDING ERECTION BRACING WHICH IS
PITCH = 6 : 12 q t` 4u EL. �SI'2. '
ALWAYS REQUIRED TO PREVENT TOPcUNG AND r,
COLLAPSING DURING INSTALLATION.TRUSSES
PA-1.1-0 1841-0 1577 A
SHALL BE ERECTED AND FASTENED IN A
21-0+ to STRAIGHT AND PLUMB POSITION. -•°`r+
-
BEARINGS. ALL BEARINGS.BEARINGS DESIGNS,
CF "q X '
BRACING AND ANCHORAGE,ARE RESPOSIBILITY P.�
,_ OF THE PROJECT DESIGNER.REFER TO
INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
X 8,
' UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
l << 2jj 16 a 24+ Qn 1 W INTERIOR WALL OR PARTITION UNLESS
a T01�TONE DESIGNED FOR SAME.
2Xbt4Cx0MM" "iii
J5 GIRDERS. GIRDER PLIES SHOULD BE FIELD
J5 2�41+ CONNECTED BY BUILDER AS SHOWN IN THE i.
J3 , J3 INDMDUAL ENGINEERING DESIGNS.
SPACING. TRUSS SPACING 24'O.C.UNLESS R' +
J 1
it OTHERWISE NOTED ON LAYOUT.
I
HANGERS. TRUSS MANUFACTURER WILL ONLY
HANGER'S UST a SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
ENO. ♦ CONNECTORS AS SHOWN IN THE ENGINEERING
PACKAGE AND ONLY FOR SPANS OVER 12'.
A MAIL TYPE: PAGE NOA: ALL HANGERS REQUIRED FOR TRUSSES OF LESS
THAN 12'IN SPAN AND WITH REACTIONS OF
1 JHA-213 6C 87-0507.01 LESS THAN MD POUNDS MUST BE SUPPLIED
2 ST402-26 7 97-0205,03 l X 8 a 20',CUT I V1' ,.,1. BY BUILDER: ALL CONNECTIONS REQUIRING
AT TOP TO RECEIVE Ck'�1 6LA`C� 3 SPECIALLY MANUFACTURED HANGERS ARE TO
3 JHA-424 6C 97-0205.01 T.14 -� I 2' BE SUPPLIED BY BUILDER.
151 EHUH28-N 8 97-0205.03 2.
:.x6 1 mem RB.2 ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
[
61 :HUH28-N a 97.0205.63 � EL-m•5'. QUANTITIES,LOADING AND DETAILS ON THIS
x8 1 mem \ BE PLAN AND ON REVIEWED ANINDIVIDUAL PPROVED BYDTHE PROJECT
[ 7] _ :HUH28-N a 97-0205.03
i
X6 2mem ARCHITECT,ENGINEER ANDroR CONTRACTOR
a I HUH28-2N a 97-0205.03 b`A �� BEFORE FABRICATION. BY ACCEPTING,
[ ] REVIEWING OR AUTHORIZING FOR FABRICATION
IIa 2mem 4 X b-� I THE TRUSSES DESCRIBED IN THIS DRAWING,
[ 9] _HUH28-3N a 97-0205.03 THE BUYER OR BUYER'S REPRESENTATIVE
i �xs 3mem I ACCEPTS ALL CONDITIONS uZSCRIBF)YFFIFt?:.
[ 10] `:HUH28-3N a 974,206.03 pI TRUS;P ILACEIZENT PLAN AN:O
- .x8 3mem I iNDMDUAL TRUSS DESIGNS
ACCEPTED AND APPROWD.
I �, BY: _ -
NOTE: Fo,r hanger n ll'n a e nd =
�' I A
capacky,see Hai! � c �i u��. DATE: -
0
Eng. Page 611 and hanger NO ) _
Cn E CUSTOM,ERS.G.C. CCNTRP�TOE'S_
IS REVIEW DO NOT O EMEVI .f r THE RICHARD - BRANDON -
als CHECK Is ONLY FOR cr t: v S.G.C. CONT. MODEL A "_r.;A rE 10_28-98_
OUIREMENTS OF THE P R I n n
CONTRACT TDOCUMENT . CC i F"'"..ARKSIDE VILLAGE (LOT t4) �- BL'JCK�
CONTRACT DOCUMENTS GC : r F �
i
CONFIRMING AND CORRELATI
SELECTING FABRICATION ff. p �r �-��• \ - MODEL ' A ' JOBADDR. PARKSIDC:VILL4GE
CONSTRUCTION;COORDINAr� C ,L 0Th ER ^
TRADES:AND PERFORMING HIS :+CS.:I. T =ACTORY
LOT. ) r ��n�\ SOTOLONGO AR_.HS__ _
MANNER GARAC LEFT \ �Vb ARCHITECT
THIS APPROVAL REPRESENTS""' _„�.
' T T C':..Y
DESIGN AT TRUSS D ECORD: LAS -^
FOR THOSE MODIFICATIONS E'r 0'J� SIG DATA: ) l
SUBM1SS;ON.ANY OTHER MUD IFIG P ur 9Y The �'� , �
CONTRACTOR OF PREVIOUSLY REI.Vt I r`1 Ic A LY LOADING CRITERIA M �, •� 4 y
DISAPPROVED.IT IS UNDERSTOOD 1 f E` :.!I:7T;(^!ON LOADING CRI 1 LIMI T ( S.F P:`. - ) jt � r \,
SUBMITTAL IS NOT TO BE CONS LU AS t J I 2A11UN FOR • 199 `1
cDDmotJAI.WORXORCOSr. ROOF LItP : 30 PSF ROOF ':'EAD: 25 PSF �j N •1g�J3
FLOOR LIIX: 40 PSF FLa DEAD: 15 PSF
DA
BY: __ �' 6tAYE0� � TRUSS COMPANY INC.
,.!t ���►t''' DADE
. 74 AVE.MLAMI,F' 33166 � _ .•r
WIND LORDING CRITERIA: 7-931
WIND DES'.GN VELOCITY: 1'.;;? MPH d.
r-1 WIND DURI-ITION FACTOR: 1 •` ' ��� DADS(305)592-8245
® - CATEGORY .� BROWARD 462-8688 t
•• _ . _ '• SAD L�3LEt1RONd�LIFT 1 °%LBS Q n
A L / NOV O 8 2OOG WATT61-800-356-7042 `
ROOF TRUSS LAYOUT SCALE : 3 16 1 0
IMPORTANCE FACTOR: 105 RE ”
FAX 477-8092 4' ::