HomeMy WebLinkAbout3915-16MEL
REVISIONS
-"5 18 05 l st CITY .PLAN CHECK
35'-7 3/4"
6/29/05 CHANGE GAZEBOS
POLYGON CUPOEA
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OPTIONAL LARGE
COMPRESSION RING I U a
COMPRESSION RING • r
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0
0
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V-2 1/16-
PURLIN
16PURL{N
HEX 40 MR
\ (
PURLIN MULTI—RIB METAL ROOFING
_ _
TENSION RING
flOTES TRUSS H .-� M = o
FOR FINAL TIGHTENING, USE TURN OF NUT / 2
METHOD: USING_ A SPUD WRENCH, TIGHTEN \ / - EDGE OF R00E Z V
AS MUCH AS PQSSB>rE 'WITHA NORMAL MANS
STRENGTH. THEN, USING AN EXTENSION, - - (MULTI—RIB BC T$C � � H
TIGHTEN ANLADDITIONAL 1/3 TURN. y
FRAME MUST BE PLUMB, SQUARE AND BOLTS ` i' v Y Y
TIGHTENED BEFORE INSTALLING PURLINS, IF COLUMN
REQUIRED. PURLINS MUST BE PARALLEL TO z
THE SAVE BEAMS AND TENSION MEMBERS.
Z
FASTENERS: ALL BOLTS USED FOR STRUCTURAL FOUNDATION
CONNECTIONS ARE ASTM A325. DO NOT TRUSS TAIL EDGE O F ROOF
SUBSTITUTE WITH A LESSER GRADE. INSPECTION (STRUCTURAL PANEL
OF HIGH STRENGTH BOLTING, IF REQUIRED, TO
FRAME PLAN C�
BE PER CHAPTER 17 OF THE UNIFORM BUILDING ry
CODE 1994 EDITION.
LOADS TO FQUTdDAT1OIV (KIPS, FT. KIPS) REACTIONS
FRAME FINISH: FRAME TO BE POWDER COATED BY COMPRESSION RING X
MANUFACTURER, COLOR TUDOR BROWN. LOAD COMBINATION V H1 H
T
ROOFING FINISH: ROOFING COLOR TO BE KYNER FINISHED TRUSS
METAL -COLOR EVERGREEN. TOTAL 6.75 .74 0
MANUFACTURER: STRUCTURE SHALL BE EQUAL TO 36' PURLIN
HEXAGON POLIGON. AVAILABLE FROM MIRACLEL EQUIP. DEAD + WIND LOAD o
(800) 264-7225 (HXE40MR W/9'6" UTM & CUPOLA). ! X-DIR -6.64 -9.03 .78
PURLIN
1 DEAD +WIND LOAD -6.86 -1.36 .53
`� 3� Z-DfR (� UJ
TENSION RING
MATERIAL SPECIFICATIONS
v
TRUSS TAIL NOTES: PER DaK: = s
TUBULAR SHAPES: ASTM ASOO GRADE B 46 KSI
COLD FORMED CEES: A570 GRADE 55� : DESIGN OF FOUNDATION TO BE PERFORMED BY AN ENGINEER
OR ARCH6-ECT. THIS DRAWING IS NOT INTENDED AS A FOUNDATION m
CONNECTION BOLTS: ASTM A325 ! DESIGN. IT IS SUBMITTED AS A REFERENCE TO MINIMUM SLAB L^
CONNECTION PLATES: ASTM A36 DIMENSIONS AND ANCHOR BOLT LOCATIONS.
ANCHOR BOLTS: ASTM A307 COLUMN (T5 G X C ) z
g, IF WALLS ARE TO BE SPECIFIED, CONSULT FACTORY FOR REVISED
WELDING PROCESS: GAS METAL ARC WELDING SLAB DIMENSIONS.
WELDING ELECTRODES: E70xx '
ANCHOR BOLT .DESIGN ASSUMES F' 2,000 p.S.i.
Z
tJ ?
[J7
- NOT FOR CONSTRUCTION -
USE FOR PLANNING AND w
ESTIMATING ONLY FRAME ELEVATION - NOT FOR CONSTRUCTION -
METAL ROOF USE FOR PLANNING. AND "
PANEL EST "MNG OnuY
NOTE: DIMENSIONS ARE NOMINAL 3 scREws -
BETWEEN EACH RIB
ACTUAL DIMENSIONS MAY VARY FROM THOSE SHOWN AND ARE <
COMPRESSION'�. CL
DEPENDENT ON DESIGN AND CODE REQUIREMENTS. USE FOR ROOF PANEL RING ci
UJ
ESTIMATING PURPOSES ONLY. 1 SCREW
0 EACH RIB �
_.--- PURLIN iO
U-
PURLIN uj"-" c
TENSION � <
TENSION MEMBER RING
_SECTION A --A
"J" N.T.S. LJJ
CONs-t�u �� -
CHANNEL TRIM U SE O SUET tt�i CLAN � ��,
(COLOR OUTSIDE) UJ
pp �10� S AY PF
SU _ FZA�1!�1l�GS
IMF, OV�M� DQE DRUCTION•co
A DESIGN 5�o�s• °NAY I-- w
pApS�D1��� . Fs3R CONS m
SEC -PION @ EAVE I TOL St -BELT o
P ,oV\DED V�IITi� �-
W
I
N.T.S. <
T
2 SCREWS
BETWEENL EACH RIB
t w
V)
,-ANCHOR BOLT R 17'-6 7/8" � z
60' TYP. clq
_
PURLIN
/ -i-z I \
� z
METAL 8041=
PANEL: s i
SECTION @ PURUNI C
N.T.S.
BASE PLATE i X7A A
4► exp. n
RIDGE. CAP
\ 1 SCREW PANEL END CAP '� �p► �+r .
4 - (COLOR IN -SIDE)
@EACH RIB RIVET TO RIBS `�q� 2725 ��Q Z
f
�S G, 0
A
PANELS ARE FASTENED' TO THE
FRAME PLAN FRAME WITH #12/14 x 1" TEK/2 GASKET
o
SEE DETAIL { _ 3 SCIREWS HEAD SELF—DRILUNG SCREWS
1 TRUSS .BETIKEEN _EACH RIB ` DRAWN 13Y
! � P . 6 LO CATs 0 N S i FASTENER SCHM.ULE 'CAD
— - I N_T.s DESIGNED BY
I f I I i SECTION @ TRUSS
FASTENERSOI-IEIt.E 0 TtUls and pulttNS-
N. T. S'.
CHECKED BY
- x
FAS7W_NER SCHEDULE 0 EAVE BEAM NOT FOR R CONSTRUCTION
DATE
USE FOR PLANNING AND
ESTIMATING ONLY 6/29/05
ANCHOR BOLT PLAN JOB,NO. :>
03--26;
c �j q CITY OF MONTANA} CALIFORNIAAc
SCALE va
F--
ALM E R IA PARK NONE ,w
SHEET
UNDERGROUND SERVICE AURT 'DRAWN BY -.SCALE: 4
CO S�UCTiON NONE :w
_. Tit.. DESIGNED 'BY- DATE:
�1
- S.T.B. /" / 3/25/05cu-3
Q
CHECKED BY: APP D BY: DRAWING NO.:
1 roREFER TO WRITTEN SPECIFICATIONS IN BOOK FORM FOR COMPLETE PROJECT SPECIFICATtONS 16
TM tiRuwa "M YOU m STB {.N. ' � � � d ,� 18 of 18 SHEETS