00-1295-001 I
10-28-98
- 10-28-98 .
REF: SGC-14R' �' - -
� REV./�o \q�oo REV./
_ APPROVED TRUSS ANCHOR BY BUILDER REV./ - REV./
_ HEEL HEIGHT = 20 STD.
54-0-0 _ - __ _ - BOTTOM = 2X4 MIN. GENERAL INFORMATION
TOP 2X4 MIN. READ ALL NOTES.TRUSSES WILL NOT BE D
7-7.0 12 MANUFACTURED WITHOUT APPROVAL OF THIS
174-0 3-2-0 3-2-0 204-0 ` 6 0 � DRAWING. ;
3/•
2-5-0 _ _ _ __ `� __- _ a WARNWG AND WSTRucflONS. THOSE
MUST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
N N N AND ENGINEERING PACKAGE.DO NOT INSTALL
co La to go w La co ' • • OR USE THESE COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE IS RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY.REFER
by TO HIB-96 SUMMARY SHEET(TRUSS PLATE
TRUSS DESIGNS FOR IMPORTANT INFORMATION
`N / � J1 N J1 INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
� -�j -1`j -2 ' -2 ' REGARDING BRACING AND INSTALLATION
GUIDELINES.
J3 4
J1 `° I f -2056# THE ADVICE OF A PROFESSIONAL ENGINEER
2056# H5 TRUSS END DETAIL OR REGISTERED ARCHITECT MUST BE
tnorr�� -1117 p SOUGHT ON MATTERS RELATING TO BEARING
3fi DESIGN,ANCHORAGE,BRACING,INSTALLATION
AND USE OF COMPONENTS. DADE TRUSS
N COMPANY IS NOT RESPONSIBLE FOR THESE
H7A MATTERS. A PERMIT FROM THE BUILDING
II J5 1A _ $ DE AR NT IS REQUIRED TO INSTALL THESE
V DO NOT INSTALL THESE
H9A COM NTS UNTIL ONE IS OBTAINED.
m a i CONTRACTOR MUST ADHERE TO ALL BUILDING
c c* co
H7C Y1 JHA213(HUC;HES HANGER)T > > >'
!. CODE REQUIREMENTS REGARDING THE
USE FAP18(SEMCO OR SIMILAR _ T21 INSTALLATION AND USE OF TRUSSES.
4, 18-4-0 N -4-0
WSTA"nON AND USE. DO NOT CUT OR ALTER
H9C
TRUSSES.DO NOT INSTALL OR USE DAMAGED
15-4-0 T23 TRUSSES AND REPORT ANY pAMAGED TRUSSES
6 TO FABRICATOR. PROPER INSTALLATION AND
H11 C? 1- F - USE OF THESE COMPONENT$IS THE SOLE
C�I N G H08 RESPONSIBILITY OF THOSE PERSONS INSTALLING
C'4 j7
H13 v _
-14 v j i AND USING THESE COMPONENTS. DADE TRUSS
COMPANY,INC.IS NOT RESPONSIBLE FOR THE
� LIABILITIES THAT MAY RESULT FROM FIELD
STORAGE,MISUSE OR IMPROPER INSTALLATION
E•- A''28 OF•THESE COMPONENTS WHICH MAY RESULT IN
PITCH : 6 : 12 H09
. EL d9'-9• FAILURES,BODILY INJURY,LOSS OF PROPERTY
H14 AND/OR LIFE. TRUSSES MUST BE INSTALLED BY
H10
T9 CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
N N N N N N N u \\�-+ AL OIS f°'r�FAB IIIOOD 1RI188E8 0 24�
TRUSS INSTALLATION AND HANDLING.
IN- FN- FN- H 1N- H fF- IN- I� • •
H15 -
11112 X l6 TOP CHM`�\V'sk ERECTION SUPERVISION IS REQUIRED BY A
0 0 i T19 Y N�OF sL'hcvsS O� PROFESSIONAL ENGINEER OR REGISTERED
4 H16 > >' 1'� ARCHITECT FOR TRUSSES OVER 40 FEET IN
N LENGTH. NO ALTERATION OF THE TRUSSES
0o T21 IS ALLOWED WITHOUT PREVIOUS APPROVAL OF F •.•_.
ch TRUSSES MANUFACTURER.ANY UNAUTHORIZED
T16 „if T21 Q - ALTERATION,REPAIR OR MODIFICATION OF
N et � THE TRUSSES WILL CAUSE DADE TRUSS COMPANY ! "
> PITCH :6 : 12 TO RELINQUISH RESPONSIBILITY FOR THE
STRUCTURAL SAFETY OF THOSE TRUSSES AND ' •� ,;
TO NOTIFY THE BUILDING OFFICIALS. -
T20 THIS IS A TRUSS PLACEMENT DRAWING ONLY
T15 1, TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT r
c �'G2-Q��\tJG Tj
Jl �`3M\NU `,BL3�
IDENTIFIES O TRUSS LOCATION, INSTALLER w
T20 X� ���V CQ MUST REFER TO INDIVIDUAL ENGINEERING
T15 fD DRAWINGS FOR PROPER IDENTIFICATION
OF TRUSSES. 6' ..,� `•'�
T15 T20 "�`
4 �• BRACING. ERECTION AND PERMANENT BRACING
• RESPONSIBILITY SIB(ITY OF THE REQUIRED ARE THE TOR NOT THE
61 TRUSS FABRICATOR.REFER TO INDIVIDUAL
T1 b H9 TRUSS DESIGNS AND ARCHITECTURAL OR
2315# T!� �1� 2315# 1/1• ENGINEERING DRAWINGS FOR ADDITIONAL.
s -- --- u�a - -1276 -1276 H7 \.'✓
- - - -
BRACING REQUIRED T BE INSTALLED
DURING ERECTION.REFER TO ARCHITECTURAL
.;� Lb3 ik �\ms 111• * q 4 JS JS I.�L
DRAWINGS FOR BRACING REQUIRED TO RESIST f ••
• WIND AND OTHER SPECIFIC LOADING +'>EU
H58 v__ -go°I 4 41 4
CONDITIONS. PERSONS ERECTING TRUSSES ARE rs #
CAUTIONED TO SEEK PROFESSIONAL.ADVICE
J3 ' ' J3 J3 ~ REGARDING ERECTION BRACING WHICH IS
' 2,-., J3 T® I ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION.TRUSSES
M El„ ��.�" • ` - 1 J SHALL BE ERECTED AND FASTENED IN A
J1 -' J1 J1 J1 STRAIGHT AND PLUMB POSITION.
21.0• n BEARINGS. ALL BEARINGS.BEARINGS DESIGNS,
BRACING AND ANCHORAGE,ARE RESPOSIBILITY
OF THE PROJECT DESIGNER.REFER TO
INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
INTERIOR WALL'OR PARTITION UNLESS •
Iz t U1L.01 DESIGNED FOR SAME. �..�.
0 1=1VE
T2O GIRDERS. GIRDER PLIES SHOULD BE FIELD
f 4 CS•0 O « CONNECTED BY BUILDER AS SHOWN IN THE •
12 INDIVIDUAL ENGINEERING DESIGNS.PITCH : 6: 12 T20
�Q \ OTHERWISE NOTED ON LAYOUT.O.C.UNLESS
T20 - HANGERS. TRUSS MANUFACTURER WILL ONLY
AT VP TO I ECEIVH(��I Gt(� a„ -�"— SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
T.1 G '_t_ _T,.. �, _ CONNECTORS AS SHOWN IN THE ENGINEERING
15-4-0 18-4-0 T20 PACKAGE AND ONLY FOR SPANS OVER 12'.
9 ENGINEERS*Nn.P_:If;
ALL.HANGERS REQUIRED FOR TRUSSES OF LESS
I®•1 P , � C� RF-Vi EW l THAN 12'IN SPAN AND WITH REACTIONS OF
H9 I LESS THAN 600 POUNDS MUST BE SUPPLIED
N
NO EX EPTIO S TA EN R!j[-:cT EI1 BY BUILDER. ALL CONNECTIONS REQUIRING
2315# L� 2315#
NOTE OMME ITS RGSUL't.!I" %J SPECIALLY MANUFACTURED HANGERS ARE TO
BE SUPPLIED BY BUILDER.
-1276 -1276 H7 �� $�� CORFFC IONS R WIENTS MA'F C`1 I
TMS EiFV v EuEVE CU^ 444 ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
4 k 10 FEQU+RE"EATS t�F THE r N 'Iri[�OiiA+ !+ �r•
Jb J5 I I THIS CHECK IS ONLY FOR GENERAL CC o tim, QUANTITIES,LOADING AND DETAILS ON THIS
CONCEPT AND GENERAL CCr+:L, r._t I PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
CC Rv T DOCUMENTS 1� : C7" I BE REVIEWED AND APPROVED BY THE PROJECT
2'-41' J3 PI I I Er'ACT 3:F D :T i t
I' ARCHITECT,ENGINEER AND/OR CONTRACTOR
T- ;do E REVIEWING OR AUTHORIZING FOR FABRICATION
Q�? J3 —` I Cc r .TICN t BEFORE FABRICATION. BY ACCEPTING,
P• Ft;,. ,t AB CATK)N
THE TRUSSES DESCRIBED IN THIS DRAWING,
P 1 "` THE BUYER OR BUYER'S REPRESENTATIVE
r r ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
cr
TRUSS PLACEMENT PLAN AND
O INDIVIDUAL TRUSS DESIGNS
e— ch a t� t� t� t� �
HANGER'S LIST � ACCEPTED AND APPROVEi,.
I � G1ARlt TYPE: PAGE NOA: � �_.Y...�(_( �( — - - _. __
33-8-0 20-4-0 1 JHA-213 6C 97-0507.01 THE R I C HA' D - B DATE:
2 ST402-26 7 97-0205.03 PAR KS I`.)E VILLAGE
CUSTOMERTHE RICHARD BRANDON
(5] EH H28-N a 97-0205.03 MO . • • A •,
54-0-0 2x6 lmem LC' ' 14
MODEL 'A'
DATE 10-20-00
(0] EHUH28-N 8 97.0205.03 GARA'''�E RIGHT LOT' 4 BLOCK
2x8 1 mem
r JOB ADDR. PARKSIDE VILLAG!
(7] EHUH28-N 0 97-0208.03 `N c ` a��n�
I
2x6 2mem �4 '�., ARCHITECTSOTOLONGO ARCHS
(0) EHUH28-2N 8 97-0205.03
2x8 2mem DESIGN DATA: Itl RECORD: LAS
[ 0] EHUH28,3N 8 97-0205.03 � ,.�i��Jl�R� � P.E.
2x6 3mem LORDING CRITERIA ( S.F.B.C.
[ 10] 2x8 (3m m) 0 97-0205.03 ROOF LIUE: 30 PSF ROOF AD: 25 PSF Tgr-OF t s,
2x8 3mem
FLOOR LIUE: 40 PSF FLOG• OERD: 15 PSF
WIND LORDING CRITERIA: ( ,CE 7-93) IVY, DADS TRUSS COMPANY INC.
6401 N.W.74 AVE.MIAMI,FL 1.33166
WIND DESIGN VELOCITY: 1_ MPH DApE(305)s92-82as
MOTE: For hang®r nailing pattern and WIND DURATION FACTOR: 1.3.
ca®acity,ae® Hangar Schedule. EXPOSURE: _ CATEGORY: _ � 2 BROWARD 442-8688 Ar
R 0 0 F- TRUSS LAY 0 U T SCALE : 1 /4 = 1 - ( Eng. Pages 6� and hanger MCA.) DESIGN ELEVATION: VAft1E_F
DEAD LORD FOR UPLIFT: 10 '_9S
WATTS 1-800-356-7842 Z..,
IMPORTANCE FACTOR: 1.05 FAX 477-8092 RE -`
i