00-0061-002 10-28-98 10-28-98
HPROUED TRUSS RICHOR BY BUILDER I Ev./�D. REV. 3 s po
REF: 14141-1R
FEEL HEIC�iT = c-a-3 2 REV /ID) *, REV /
BOTTOM = 2x4 MIN.
��A-141— lX
TOP = 2x4 MN. 12 GENERAL INFORMATION
6.0 READ ALL NOTES.TRUSSES WILL NOT BE,
MANUFACTURED WITHOUT APPROVAL OF THIS
3! DRAWING.
- -
4 WARNING AND INS TRUCTIONS. THOSE
ELEV. 19' - 9" INSTALLING AND USING THESE COMPONENTS
MUST READ AND FOLLOW THE WARNINGS ANG
INSTRUCTIONS INCLUDED IN THE DELIVERY
3-2'0 — 7-7-0 AND ENGINEERING PACKAGE.DO NOT INSTALL
20-3-4 -5'0 3-2-0 17-4- OR USE THESE COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE IS RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY REFER
TO HIB-90 SUMMARY SHEET(TRUSS PLATE
54-0-0 INSTITUTE RECOMENDATIONS) AND INDIVIDUAL
�f TRUSS DESIGNS FOR IMPORTANT INFORMATION
� Nj m) Nj V7 20-4-0 33-8-0 REGARDING BRACING AND INSTALLATION
TRUSS I DETAIL GUIDELINES.
_ �„� L� 1 RUSS END DE 1 1 IIL THE ADVICE OF A PROFESSIONAL ENGINEER
' � � � -1 ^ - OR REGISTERED ARCHITECT MUST BE
tt i
SOUGHT ON MATTERS RELATING TO BEARING
' J 1 J 1 DESIGN,ANCHORAGE,BRACING,INSTALLATION
AND USE OF COMPONENTS. DADE TRUSS
m Cl)- =� COMPANY IS NOT RESPONSIBLE FOR THESE
J3 MATTERS. A PERMIT FROM THE BUILDING
� 20 5, DEPARTMENT IS REQUIRED TO INSTALL THESE
/ +111-r # J 1 COMPONENTS.DO NOT INSTALL THESE
11 j) HS 20 COMPONENTS UNTIL ONE IS OBTAINED f
OF-
�vn N j J3 6 CONTRACTOR MUST ADHERE TO ALL BUILDING
H7H , �� CODE REQUIREMENTS REGARDING THE
INSTALLATION AND USE OF TRUSSES
H9A ` II I E lNSTgLLAT10NAND USE. DO NOT CUT OR ALTER
�. 1 ___. LI TRUSSES.DO NOT INSTALL OR USE DAMAGED
T21 i U C r ' % 4 TO FABRICATOR. PROPER INSTALLATION AND
CO 0 \$41 4' L -� HK 1•�,� 1• TRUSSES AND REPORT ANY DAMAGED TRUSSES
~ 'J . TEL 419-aJ USE OF THESE COMPONENTS IS THE SOLE
T23 ^ H9C RESPONSIBILITY OF THOSE PERSONS INSTALLING
1, I.i.
p ( -
__.. TB _ -_��' AND USING THF:GE CrWPONENTC DADE TRUC
� H I I COMPANY,INC.IS NOT RESPONSIBLE FOR THE.
HOS ^ i L"I �} - C Pl�AB 1U00p TRUSSEB A 24• LIABILITIES THAT MAY RESULT FROM FIELD
n r ��%k I i F PITCH 6 : 12 W/�2`X"�b TOP CFIOR�D_"V\QFst STORAGE,MISUSE OR IMPROPER INSTALLATION
H 13 eWw1�CF `�gS Ohl„ I OF THESE COMPONENTS WHICH MAY RESULT IN
. 1d-2." I v I
H09 I -4- �'_O' �_ FAILURES,BODILY INJURY,LOSS OF PROPERTY
• 19-11-8 I I - - 0-8- i H14 l--�_.� AND/OR LIFE. TRUSSES MUST BE INSTALLED BY
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
H10 _ ,._ TRUSS INSTALLATION AND HANDLING.
-O� 1►L n 41-0 1
a v Hl5 �
CF
F T19 c ERECTION SUPERVISION IS REQUIRED BY A
op CY) PROFESSIONAL ENGINEER OR REGISTERED
1 ARCHITECT FOR TRUSSES OVER 40 FEET IN
V� m c9 m 1#�.. 1 e H 16 CP
T21 - O v 9u m LENGTH. NO ALTERATION OF THE TRUSSES
4 m T 1 6 IS ALLOWED WITHOUT PREVIOUS APPROVAL OF
T21 v TRUSSES MANUFACTURER.ANY UNAUTHORIZED
ALTERATION,REPAIR OR MODIFICATION OF
T20 T 15 3'xapa[�1ooQ5 THE TRUSSES WILL CAUSE DADE TRUSS COMPANY
FRAMING B B L D R TO RELINQUISH RESPONSIBILITY FOR THE
PITCH = 6 : 12 m
� STRUCTURAL SAFETY OF THOSE TRUSSES AND
T20 , T 15 TO NOTIFY THE BUILDING OFFICIALS.An Vu tr THIS IS A TRUSS PLACEMENT DRAWING OIJLY
TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
T20 T15 PART OF THE STRUCTURE. THIS PLAN
Lill IDENTIFIES TRUSS LOCATION, INSTALLER
MUST REFER TO INDIVIDUAL ENGINEERING
H9 'T15
DRAWINGS FDR PROPER IDENTIFICATION
� H7 23�5� •' Z � EL d OF TRUSSES.
H7B -
-12�(p -�2-JCp BRACING. ERECTION AND PERMANENT BRACING
J5 J5 P I43 WHICH IS ALWAYS REQUIRED ARE THE
b
H5B \rn-) • RESPONSIBILITY OF THE CONTRACTOR NOT THE
� i TRUSS FABRICATOR.REFER TO INDIVIDUAL
J3 , ' ,J3 J3 J3 ,I I\ / I TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL
' •I� BRACING REQUIRED TO BE INSTALLED
J 1 1 1} DURING ERECTION.REFER TO ARCHITECTURAL
DRAWINGS FOR BRACING REQUIRED TO RESIST
WIND AND OTHER SPECIFIC LOADING
- \ M lIl 1�- (` h- Imo- Lfl Ch -• Ln Lr) Lr�l In
ELEV. +9'-2�� C��.-T � � � � � � � •� � � CONDITIONS. PERSONS ERECTING TRUSSES ARE
'� �I T$ ! CAUTIONED TO SEEK PROFESSIONAL ADVICE
� I REGARDING ERECTION BRACING WHICH IS
PITCH s 6 1 2 A '1C!.4'u EL. 0-2• ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING INSTALLATION.TRUSSES
20-4-0 18-4-0 - SHALL BE ERECTED AND FASTENED IN A
/I 21-00 STRAIGHT AND PLUMB POSITION.
i f"1 54-0-0
BEARINGS. ALL BEARINGS.BEARINGS DESIGNS,
' ! BRACING AND ANCHORAGE,ARE RESPOSIBILITY
OF ! OF THE PROJECT DESIGNER.REFER TO
1�
INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
X S OUTLOOKERS UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
A 14• CUT I I!Y INTERIOR WALL OR PARTITION UNLESS
e TOf'TO KCEIVE \
DESIGNED FOR SAME
1XbT. 1CsoC�� �,.
- JS Z4 4m `15 \b�$�,�-� GIRDERS. GIRDER PLIES SHOULD BE FIELD
\ S CONNECTED BY BUILDER AS SHOWN IN THE
J3 J3 INDIVIDUAL ENGINEERING DESIGNS.
SPACING. TRUSS SPACING 24"O.C.UNLESS
J1 Jl
OTHERWISE NOTED ON LAYOUT.
" / ; i
�- ti _
� Mj � -1 -� � Lnj
HANGERS. TRUSS MANUFACTURER WILL ONLY
HANGER'S LIST 12 SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
CONNECTORS AS SHOWN IN THE ENGINEERING
ENG. PACKAGE AND ONLY FOR SPANS OVER 12'.
MARK TYPE : PAGE NOA: ALL HANGERS REQUIRED FOR TRUSSES OF LESS
THAN 12'IN SPAN AND WITH REACTIONS OF
1 JHA-213 6C 97-0507.01 �„ _;\ LESS THAN 600 POUNDS MUST BE SUPPLIED
3 X 6 20',CUT 1 V2" �,\ BY BUILDER. ALL CONNECTIONS REQUIRING
20-4-0 2 ST402-26 7 97-0205.03 At TOP TO RECEIVE�61 m lC� 3„ •y SPECIALLY MANUFACTURED HANGERS ARE TO
3 JHA-424 6C 97-0205.01 T.t C& 2' BE SUPPLIED BY BUILDER.
[ 5] EHUH28-N 8 97-0205.03 2'
2X6 1 mem RB.2 ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
[ 6] EHUH28-N $ 97-0205,03 EL.M-5" QUANTITIES,LOADING AND DETAILS ON THIS
2x8 1mem J,--Y. 'PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
[ 7] EHUH28-N 8 97-0205.03 BE REVIEWED AND APPROVED BY THE PROJECT
�Q�nl ) L ARCHITECT,ENGINEER AND/OR CONTRACTOR
2x6 2mem b� ��.� BEFORE FABRICATION. BY ACCEPTING,
$ EHUH28-2N 8 97-0205.03 REVIEWING OR AUTHORIZING FOR FABRICATION
[ ]
2x8 2mem 4 X b �__. THE TRUSSES DESCRIBED IN THIS DRAWING,
[ 9] EHUH28-3N 8 97-0205.03 THE BUYER OR BUYER'S REPRESENTATIVE
2X6 3mem) ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
j [ 10] EHUH28-3N 8 97-0205.03 PI
2x8 3mem TRUSS PLACEMENT PLAN AND
INDIVIDUAL TRUSS DESIGNS
2.3• 3,�.,
ACCEPTED AND APPROVED.
BY:
NOTE: For hanger nailing pattern and
capacity,see Hanger Schedule. O DATE:
Eng. Page 68 and hanger NOA-)
THE RICHARD - BRANDON cusTOMERS.G.c. CONTRACTORS
MODEL " A " DATE 10-28-98
S.G.C. CONT.
PARKSIDE VILLAGE LOT J BLOCK
I_„ 1 MODEL A JOB ADDR. PARKSIDE VILLAGE
T, L�
ARCHITECT SOTOLONG0 ARCHS.
LO 6p_
. c ,
TRUSS IE
1 A
DESIGN DATA: . �� �F LAS
SALVA
LOADING CRITERIA ( S.F.D.C. l t\ 39
ROOF LIVE: 30 PSF ROOF DEAD: 25 PSF r '
FLOOR LIVE: 40 PSF FLOOR DEAD: 15 PSF
STA'tEi?P
' "••.....•. �` � DADL TRUSS C(�M111ANY IN('.
WIND LOADING CRITERIA: ! ASCE 7-93) � 6401 N.\\*.74 AV E. \111\11, 1�L\.33166
�- WIND DESIGN VELOCITY: IL(P MPH DA1)H:(305)s9z-ti2a>
WIND DURATION FACTOR: 13.3
EXPOSURE: CATEGORY: �_ .MAY 61 O BROWARD 462-8688
DESIGN ELEVATION:�A�� _'`T.
_ .� _ DF°?J LOAD FOR UPLIFT: 1I) LBS WATTS 1-xou-356-�K�z
IMPORTANCE FACTOR: 1.05 FAX 4��-NU92 RE
�,
ROOF TRUSS LAYOUT. SCALE : 3/ 16 - 1 ' -0" _