00-0061-001 i \ _
10-28 798 i
10-28-98 M('ROl 1 TRUSS RNC" BY BUILDER �
� EV./�Z '� � REV./
2 REV./ta REV./
REF: 14141-1 R BOTTOP = 2x4 MIN.
TCP _ '-:x4 MIN, 12 GENERAL INFORMATION
`t�•1Ar1-•lYr> 6.B READ ALL NOTES.TRUSSES WILL NOT BE
MANUFACTURED WITHOUT APPROVAL OF THIS
3' DRAWING.
WARNING AND INSTRUCTIONS. THOSE
54-0-0 / ELEV. 19' - 9" INSTALLING AND USING THESE COMPONENTS
MUST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
3-2-0 7-7-0 AND ENGINEERING PACKAGE.DO NOT INSTALL
r1^ OR USE THESE COMPONENTS UNTIL THE FULL
4 -5-0 3-2-0 7-4- (f' ' DELIVERY PACKAGE IS RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY.REFER
TO HIB-90 SUMMARY SHEET(TRUSS PLATE
INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
_
54-0-0 TRUSS DESIGNS FOR IMPORTANT INFORMATION
REGARDING BRACING AND INSTALLATION
F xI ru V7 20-4-� _-
--- TRUSS END DETAIL GUIDELINES:
Cr m m m THE ADVICE RE A PROFESSIONAL ENGINEER
_ 2� Jr��C� OR REGISTERED ARCHITECT MUST BE
�V
SOUGHT ON MATTERS RELATING TO BEARING
DESIGN,ANCHORAGE,BRACING,INSTALLATION
AND USE OF COMPONENTS. DADE TRUSS
CU Ili Co COMPANY IS NOT RESPONSIBLE FOR THESE
PO -7 ") -I '7 7 '7
J3 DEPARTMENT PIS REQUIRED O INSTALL IN THESE
w t' 2.� { J 1 COMPONENTS.DO NOT INSTALL THESE
Ato '"IitZ # COMPONENTS UNTIL ONE IS OBTAINED.
HS 1° r CONTRACTOR MUST ADHERE TO ALL BUILDING
_t�t1 tti1 11 (V p`1 J3 � � (� ( CODE REQUIREMENTS REGARDING THE
H7A _ 0 /l, INSTALLATION AND USE OF TRUSSES.
/ IJ /
1 J5 'I i I; / / INSTALLATION AND USE. DO NOT CUT OR ALTER
HC�F1 ` s to ` II �l � � �IJ � TRUSSES.DO NOT INSTALL OR USE DAMAGED
1 ,{\ N7C 1�� `�+ " TRUSSES AND REPORT ANY DAMAGED TRUSSES
T21 �" " ' —raj L,'1 r�JO �� E-• -2 TO FABRICATOR. PROPER INSTALLATION AND
t EL 49�-9" USE OF THESE COMPONENTS IS THE SOLE
( ^ ' V I Yc\. L- H9C RESPONSIBILITY OF THOSE PERSONS INSTALLING
^ - T23 � TFi AND USING THESE COMPONENTS. DADE TRUSS
I , I'"� H 1 1 - COMPANY,INC.IS NOT RESPONSIBLE FOR THE
f1 a / /' / MOAB It= TRAGE8 a 24" LIABILITIES THAT MAY RESULT FROM FIELD
H08 ; ` PITCH 6 . 12 W/T X G TOP GMOIQD \V6k STORAGE,MISUSE OR IMPROPER INSTALLATION
C7 OF THESE COMPONENTS WHICH MAY RESULT IN
>` H l 3 F• a.ficvss o,� I
^^ ^^ },�-ZM; 1 C7 p _4. �i_O" ---� ' FAILURES,BODILY INJURY,LOSS OF PROPERTY
^ ^ l HA9 _ ANDIOR LIFE. TRUSSES MUST BE INSTALLED BY
9-�1_8 / ✓ I V ! _ _ 0-8-81} H 14 CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
r H I A TRUSS INSTALLATION AND HANDLING.
_-_ _ �►! " 43-0"
H15
T 19 t _ ERECTION SUPERVISION IS REQUIRED BY A
1 I PROFESSIONAL ENGINEER OR REGISTERED
r Q cv H 16 to M- LENGTH.
ARCHITECT
ALTERATION ERAT ON OF THE TRUSSES
T21 Cl) IS ALLOWED WITHOUT PREVIOUS APPROVAL OF
oO��1
a T16 TRUSSES MANUFACTURER.ANY UNAUTHORIZED
T21 cu �gpM\H� •� c; L,b(Z— ALTERATION,REPAIR OR MODIFICATION OF
j m m 37 � �L, � THE TRUSSES WILL CAUSE DADE TRUSS COMPANY
T2O TO RELINQUISH RESPONSIBILITY FOR THE
FRAMING I N G B B L D R 4 T 15 STRUCTURAL SAFETY OF THOSE TRUSSES AND
PITCH - 6 • 12 � m TO NOTIFY THE BUILDING OFFICIALS.
T20 - = T 15 � THIS IS A TRUSS PLACEMENT DRAWING ONLY Lr 7 IF TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
CF \21/CID T I S Sq PART OF THE STRUCTURE. THIS PLAN
CIL T20
IDENTIFIES TRUSS LOCATION, INSTALLER
t9
MUST REFER TO INDIVIDUAL ENGINEERING
'• T 1 S DRAWINGS FOR PROPER IDENTIFICATION
H9 �,+I OF TRUSSES.
(t H7 Zaj`�' �'•' u� Z H7g !!'�_ • BRACING. ERECTION AND PERMANENT BRACING
l -IZ16 -kvI(P WHICH IS ALWAYS REQUIRED ARE THE
P 143 1� b RESPONSIBILITY OF THE CONTRACTOR NOT THE
Cm
,Jrj w='' J5 "�� boob ) ��� /-r 1i" TRUSS FABRICATOR.REFER TO INDIVIDUAL
,I I v••• i TRUSS DESIGNS AND ARCHITECTURAL DR
ENGINEERING DRAWINGS FOR ADDITIONAL
.13 J3 J3 3 f -: I j�! - BRACING REQUIRED TO BE INSTALL+?C.
r, <., S ,;.ct:- - - - - _ _ --- --- -- .. -.-�,..... _- \- •- -- - --- --- - ARCHITECTURAL
• G ERECTION REFER TO
WINGS FOR BRACING REQUIRED TO RESIST
,
DURING
7\
WIN
/ I� �' Lrl � WIND AND OTHER SPECIFIC LOADING
10 � � C,� � � CONDITIONS. PERSONS ERECTING TRUSSES ARE
� I -� EMI r8 CAUTIONED TO SEEK PROFESSIONAL ADVICE
�I ���a-1"�►$��� REGARDING ERECTION BRACING WHICH IS
ELEV. +9'-2" (G�-T 2-a►' -- J
EL - ,-ir . ALWAYS REQUIRED TO PREVENT TOPPLING AND
i INSTALLATION.TRUSSES
u COLLAPSING DURING INST
— A 1-4 -- -
' PITCH � 6 � �2 20-4-0 18-4-0 _ - _ SHALL BE ERECTED AND FASTENED IN A
:� 4" ,�� r STRAIGHT AND PLUMB POSITION.
54-0-0 °'' BEARINGS. ALL BEARINGS.BEARINGS DESIGNS,
f - BRACING AND ANCHORAGE,ARE RESPOSIBILITY
i
SHOP C OF THE PROJECT DESIGNER.REFER TO
i INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
OF NO EXCEPTIONS TAI•.-`1� r' ' � r'
(� /� X 8 OUTLOOI�'R8�"-�� UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
NOTE COMMENTS 'T - ( INTERIOR WALL OR PARTITION UNLESS
N T.,1. DESIGNED FOR SAME.
V To
CORRECTIONS OR CO ' , { \ X T. Cx OYER
I THIS REVIEWS NOT r ! t GIRDERS. GIRDER PLIES SHOULD BE FIELD
REQUIREMENTS of T r_ `b�$l.dr� CONNECTED BY BUILDER AS SHOWN IN THE !
-tti� ;.
JS / 2� J�j THIS CHECK IS ONLY fG't
j t. CONCEPT AND C N R4L C nnG I I E } INDIVIDUAL ENGINEERING DESIGNS.
CONTRACT DOCU!_:ITS
' I
J3 J3 CONFIRMING AND CGF LA P_L S J f G O
SELECTING FABRICA 1G`1 f C A:.D TECH'IC CS OF SPACING. TRUSS SPACING 24"O.C.UNLESS
M CONSTRUCTION.CCC..C.\Ai •a I t 1C Tli THAT OF ALL OT1''-R I
J J 1 MANNER. OTHERWISE NOTED ON LAYOUT.
J 1 TAADES:AND PERFORMING HIS Vii :K IN A CAFE AND SATISFACTORY
i
�, /
THIS APPROVAL REPRESENTS OUR REVIEW OF THIS DOCUMENT ONLY HANGERS. TRUSS MANUFACTURER WILL ONLY
IV 1-11 FOCI THOSE MODIFICATIONS REQUESTED HEREIN OR IN PREVIOUS ` SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
I` n- Lr) 511SMISSIONS OR AS SPECIFICALLY NOTED BY CONTRACTOR IN THIS CONNECTORS AS SHOWN IN THE ENGINEERING
-1 HANGER'S LIST c. !ON.A"! 110OIFICATION TO THIS DRAWING BY THE 6 I�
ENG. =0 MATERIAL IS SPECIFICALLY I PACKAGE AND ONLY FOR SPANS OVER 12'.
T F'I. ;,S NOTATION ON ` ALL HANGERS REQUIRED FOR TRUSSES OF LESS
MARK TYPE: PAGE NOA: :TION FOR
THAN 12'IN SPAN AND WITH REACTIONS OF
JHA-213 6C , 97-0507.07 -_ LESS THAN 600 POUNDS MUST BE SUPPLIED
BY BUILDER. ALL CONNECTIONS REQUIRING
2 ST402-26 7 97.0205.03 'J k 6• ''CUT I II2"(1-` �,•9. SPECIALLY MANUFACTURED HANGERS ARE TO
{ � __�tTC/P T I�CEIVE { r� M BE SUPPLIED BY BUILDER.
3 JHA-024 6C 97-0205.01
[ 5] EHUH28-N 8 97-0205.03 2.
?x6 7 mem RB-2 ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
( 6] EHUH28-N 8 97-0205.03 /w EL d1'•5" QUANTITIES,LOADING AND DETAILS ON THIS
aX$ 7 mem a PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
-���. - \ BE REVIEWED AND APPROVED BY THE PROJECT
[ 7] EHUH2a-N 8 97-0205.03 '
F� `� �\ ARCHITECT,ENGINEER AND/OR CONTRACTOR
2x6 2mem b ��, ° , BEFORE FABRICATION. BY ACCEPTING,
$] wHUH28-2N $ 97-0205.03 /��• � � REVIEWING OR AUTHORIZING FOR FABRICATION
( 4 X k.)--� THE TRUSSES DESCRIBED IN THIS DRAWING,
;x8 2mem THE BUYER OR BUYER'S REPRESENTATIVE
( 9] � HUH28-3N 8 97-0205.03 i
ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
i !x6 3mem)
( 7O] �:HUH28-3N 8 97-0206.0 FI TRUSS PLACEMENT PLAN AND
x8 3mem INDIVIDUAL TRUSS DESIGNS
ACCEPTED AND APPROVED.
i
BY:
E: For hanger nailing pattern and
� NOT g 9 P
capacity,see Hanger Schedule. O DATE:
C i
Eig. Page 6B and hanger NOA.) CusTOMERS.G.c. CONTRAC-FORS
THE RICHARD - BRANDON
S.G.C. CONT. MODEL "A " DATE 10-28-98
:412KSIDE VILLAGE Ld LOT BLOCK
I ` • ` MODEL A A JOB ADDR. PARKSIDE VILLAGE
! LOT. ARCH ITECTSOTOLONGO ARCHS.
D E 5 L N DATA: , TrjsSy" 'SGt RECORD: LAS
r'
S( IJFIIIRJ P.E.
LOADING CRITERIA ( S.F.B - ) ; u;� R
ROOF LIL E: 39 PSF ROOF _AD: 25 PSF ,•,
FLOOR L::JE: 40 PSF FLOE. '. DEAD: 15 PSF'
��,rq`�fi',1 DADr, TRUSS COMPANY INC.
WIND I... it)
CRITERIA: 1 �ISCE 7-93) t ( / \7�� 6.101 N.\\'.74 A\'E.AILA011,Ft:_\.33166
i;• t
WIND l.:ESIGN VELOCITY: J MPH r'"' DADE(305)592-8245
SIN il' ATION FACTOR RTEGORY T_ APR 2000
BROWARD 462-8688
.� DESIOIX ELEI."TION:`rAQ-�_1 WATTS 1-800-356-78.12
qC
'. D1`'AD�!_Of�D FOR UPLIFT: 1 f` _DS ...1,� FAY•l77-8092 RE
� ! LAYOUT SCALE : 3/ 16** Ii'It-Ui�41�r�c:E FACTO: 1.05 . . ...w .
ROOT TRUSS
I
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