HomeMy WebLinkAbout3915-15REVISIONS
-- (5/1�8/05 1st CITY PLAN CHECK
35'-7 3/4'
6/29/05 CHANGE GAZEBOS
40'-0'
POLYGON CUPOrl
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OPTIONAL LARGE
COMPRESSION RING \
COMPRESSION RING
o
cla
\ - 31'�-2 1/16-
s*
PURLIN / 0 ,
d_ko"°
HEX 40 MR
MULTI-RIB METAL ROOFING
PURLIN
\
TENSION RING /
NOTES TRUSS / M = O
FOR FINAL TIGHTENING, USE TURN OF NUT \ / 2
METHOD: USING A SPUD WRENCH, TIGHTEN Z
AS MUCH AS POSSIBLE WITH A NORMAL MANS \ E D G. 0 F ROOF
STRENGTH. THEN, USING AN EXTENSION, \ (MULTI—RIB & T& ) H
TIGHTEN AN ADDITIONAL 1/3 TURN. r 1
FRAME MUST BE PLUMB, SQUARE AND BOLTS \ / v Y Y
TIGHTENED BEFORE INSTALLING PURLINS, IF COLUMN /
REQUIRED. PURLINS MUST BE PARALLEL TO \
THE EAVE BEAMS AND TENSION MEMBERS. i
FASTENERS: ALL BOLTS USED FOR STRUCTURAL - Z
FOUNDATI'ON'
TRUSS TAIL EDGE OF ROOF
CONNECTIONS ARE ASTM A325. DO NOT \ _ _
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 FOUNDATION '(KIPS, 1=T. KIPS) 'REACTIONS
FRAME FINISH: FRAME TO BE POWDER. COATED BY COMPRESSION RING ul
MANUFACTURER, COLOR TUDOR BROWN. LOAD COMBINATION V H 1 H,->
ROOFING FINISH: ROOFING COLOR TO BE KYNER FINISHEDW'
METAL-COLOR EVERGREEN. TRUSS TOTAL 6.75 .74 0 mom
MANUFACTURER: STRUCTURE SHALL BE EQUAL TO 36' PURLIN.
HEXAGONPOUGON, AVAILABLE FROM. MIRACLE EQUIP. DEAD + WIND LOAD
(800) 264-7225 (HXE40MR w/9.6" UTM & CUPOLA). X-DIR -6.64 -1.03 78
PURLIN
.I 1 DEAD + WIND LOAD =6.86 -1.36 .53
�� 32 Z-DIR
TENSION RING z
v
MATERIAL SPECIFICATIONS
TRUSS TAIL NATES: PER DJK:
TUBULAR SHAPES: ASTM A500 GRADE B 46 KSI =>
COLD FORMED CESS: A570 GRADE 55 DESIGN OF FOUNDATION TO BE PERFORMED BY AN ENGINEER
13'-2' OR ARCHITECT. THIS DRAWING IS NOT INTENDED AS A FOUNDATION m
CONNECTION BOLTS: ASTM A325 DESIGN. IT IS SU�BM-ITTED AS A REFERENCE TO MINIMUM SLAB
CONNECTION PLATES: ASTM A36 COLUMN TS 6 X 6 DIMENSIONS AND ANCHOR BOLT LOCATIONS. a
ANCHOR BOLTS: ASTM A307 ` ) IF WALLS ARE TO BE SPECIFIED, CONSULT FACTORY FOR REVISED v
WELDING PROCESS: GAS METAL ARC WELDING 8'
'SLAB DIMENSIONS..
WELDING ELECTRODES: E70xx ANCHOR BOLT DESIGN ASSUMES F' G 33,000 p.s.i. w
w
If
Ad
NOT FOR CONSTRUCTION -
USE FOR PLANNING AND w
EST1MAIING ONLY
FRAME ELEVATION NOT FOR coNsrRucnoN -
METAL ROOF USE FOR PLg4t vc Ma
PANEL Mn"W4 ONLY
NOTE: DIMENSIONS ARE NOMINAL ' SCREWS t
BETWEEN EACH RIB
�Q
ACTUAL DIMENSIONS MAY VARY FROM THOSE SHOWN AND ARE =
COMPRESSION
DEPENDENT ON DESIGN AND CODE REQUIREMENTS. USE FOR ROOF PANEL RING �
ESTIMATING PURPOSES ONLY. 1 SCREW �„ jQf
® EACH RIB <
PURLIN n
PURLIN �i
S )
TENSION Q
TENSION MEMBER RING
SECTION A-A N
.. N.T.S.
()Ns
'r RV c Q a
J CHANNEL TRIM -� USE�� SALT t`N O�N.GES
v �+�,,
(COLOR OUTSIDE)
OO Nd ME,NTS SAY RE SE DRp,WINGS �
---f-.— 1 PR0�lE
AEs�ONoN�YLd
;
1 N-s�QNS. Q CONSTRUGT��N'
SECTION C� EAVE I TO
LOAD'S/0..ITN SNE�TER FOR
OVIDED —� Loo �.
N.T.S. (�1� �
I LO� Q
j <
2 SCREWS
BETWEEN EACH RIB u
t j. ! w
M �
ANCHOR BOLT R 17'-6 7/8"
1 7
! o
\ /
60' TYP. ,
- o PURLIN
o
+ I z
METAL ROOF04
4r
PANEL
SECTION 0 PURLIN
i
N.T.S.
.� fa 9r I �
BASE PLATE 7 X 7-----A A o
Lfi W
V)
d '
\ RIDGE CAPLL L
_ 1 SCREW PANEL END CAP
�CQLOR
I RIDE)
0 EACH RIB � I `�,�2725
A
............
- - PANELS • ARE FASTENED TO THE -
FRAME PLAN FRAME WITH #12/14 x 1" lEK/2 GASKET
SEE DETAI L _ I TRUSS 3 SCREWS HEAD SELF-ORIWNG SCREWS DRAWN $Y =
' TYP , -- 6 LOCATION. BETWEEN EACH RI.B
FASTEi�(ER SCN1 0 fLE CAD -7
j I I N.T.S. DESIGNED_ BY d
0
f � TION 0 TRUSS s.T.�. s
- FASTENER SCHEDULE *TRUSSES and PURLINS
N.T.S.
_ CHECKED BY
z
If I
0
_ ---
FASTENER SCHEDULE .� EAVE SEAM �` NOT FOR CONSTRUCTION
DATE
USE FOR PLANNING AND
ESTIMATING ONLY 6/29/05
�n
ANCHOR BOLT PLAN
JO8 NO. '
03-26
CITY OF F�ONTANA, CALIFORNIA
SCALE
ALMERIA PAR[ NONE
SERVICE �R�' DRAWN BY. SHEET'
SCALE: c
CAD ONSTR y'f ION NONE w
�_�
DESIGNED BY DATE:
I
S.T.B.3/2.5/05.CD-2
z,
CHECKED BY:
A RO BY: DRAWING NO.:
REFER TO WRITTEN S•PECII^ICATIO-NS IN BOOK FORM FOR COMPLETE PROJECT S�PECIFICATtO-NS � A� •�•�
v anion you oa STS 3 � � � 518
5 OF 18 SHEETS
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