Plans (10) MEC2014- 00504
8 7 6 5 4 3 2 1
RECOVED
SEP 16 2014
40'-316" CITYCTn
4'-4" 12' 5'-8�6" 12' 6'-23-4" 1fLDJSSlo�`
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M Y
SPECIAL04 , :5� �_ REQUIRED
State of Oregon SSr�IC ural Specialty Code
❑ Concrete and Reinforcing Steal
offs Installed in Concrete
❑ Special Moment-Resisting Concrete Frame
❑ Reinforcing Steel&Prestressing Steel Tendons
^ 01 ❑ Structural Welding
❑ High-Strenght Bolting
NOVA VERTA EXISTING NOVA VERTA [3 Structural Masonry
31' PAINT BOOTH 29' PAINT BOOTH
El Reinforced Gypsum Concrete
��. ❑ Insulating Concrete Fib
-- ❑ Spray Applied Fire-Resistive Materials
0
❑ Piigrgs, Drilled Piers and Caissons
d ❑ Shotcrete
N
❑ Special Grading, Excavation and Filling
C ❑ Smoke-Control Systems
❑ Other Inspections
°
°
L01 - - -
UP
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-. EXISTING MIX ROOM
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°
°
°
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CITY OF TIGARD
B 3 13'-4-5" 4'-117" 13'-4-5" 5'-6-7 " REVIEWED FOR CODE COMPLIANCE B
8 8 8 16
APProwdo. I �
OTC; [
Permit M. Cly 201 -
Address: � Quz
Suite#:
Bqkz-4 P�-
71
�7 Lir
OFFICE COPY
ARTISTIC AUTO BODY
PARTIAL FLOOR PLAN SCALE: 1I4"=1'-0"
A
k!*At NOVA VE RTA A
8207 E. TRENT AVE- SPOKANE VALLEY, WA 99207 - 800-668-2921
PREPARED FOR
ARTISTIC AUTO BODY
SIZE DISTRIBUTOR DWG NO. REV
D NWCE AAB-090214-02
SHEET: 1/4" = 1'011 DRAWN BY: M.POORE SHEET: Al
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1
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EXISTING MIX ROOM
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B m 7'-4
� "n 5'-g16" B
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6'-016" 13'-116" 21'-1 6"
40'-316"
ARTISTIC AUTO BODY
PIT LOCATION SCALE: 1/4"=1'-0"
A
� NO VA vr=RTA� 8207 E.TRENT AVE■ SPOKANE VALLEY, WA 99207 - 800-668-2921 A
PREPARED FOR
ARTISTIC AUTO BODY
SIZE DISTRIBUTOR DWG NO. REV
D NWCE AAB-090214-02
SHEET: 1/4" = 1'O" DRAWN BY: M.POORE SHEET: A2
8 7 6 5 4 3 2
1
8 7 6 5 Iggir 4 3 2 1
GENERAL NOTES:
1. THIS DRAWING DOES NOT REPRESENT A FINAL BLUEPRINT
3'-016" 13'-116" AND SHOULD BE USED AS A GUIDE ONLY. CONSULTATION WITH
#5 BAR @ 6" O.C. EA. w A LICENSED ARCHITEXT OR ENGINEER IS RECOMMENDED
7'-4"
5'4 16 WAY TOP & BOTTOM " BEFORE FINALIZING EXACT DIMENSIONS OR ANY STRUCTUAL
—'N PLACEMENT.
(4) #4 2" Q X 6" STUDS o o _ 2. NOVA VERTA USA IS NOT RESPONSIBLE FOR ANY MATERIALS
AT TOP OF COLUMN 00 (INCLUDING BUT NOT LIMITED TO STRUCTUAL STEEL) OR LOAD
D - BERING CALCULATIONS NECESSARY TO THE CONSTRUCTION OF D
F_ 3" Q STD. Q THIS CONCRETE PIT. AS MAY BE REQUIRED BY LOCAL OR
N A.1 P— — — — _ STEEL PIPE 0 STATE CODES.
SIN
`y'
1vi3. NOVA VERTA USA WILL SUPPLY RUNNERS AND GRATING.
Cfl I I` 4 I 3n
co l` PL. 1" X 8" X 8" TOP (4) $ Q1 HILTI KWIK BOLT 3
A. P. 2 & BOTTOM w/ 24" EMBED MATERIALS LIST - 26FT 3 ROW PIT
ep.
— — — — — — 6 '-8" SUPPORT RUNNERS.
III—III—III—I —II1=1II— 24 STANDARD 990mm GRATES.
—III—III—I i I— I—III—III 6 '-8" EDGE RUNNERS.
:P.
A ° A
6" SLAB W/#4 @ 12"
O.C. EA. WAY -- xxx
° -- xxx
S
A ��� COLUMN TO SLAB
A° ° o0o
N ° A CONNECTION DETAIL
° SCALE: 3/4"=l'-O"
A 7 '
A. o .. .P.A
o
611° P A
FINISHED FLOOR
9
(E) 4" CONC. SLAB
A. .P. � .i I i.-1 i I,, I I 1=1 I I-1 I #4 @ 12" O.C.
�i� I' I� II I II II I BOTH WAYS
ch a, Ed I I=
w
:IIII�II w
MULTI-FLOW =III-11
PIT WALL :I j 1=1 I e #4 @ 12" O.C. 00
01 —III BOTH WAYS N
:IIIIIIII
:III=11
BOOTH ANCHOR POINTS (@ 4' O.C.) =ll e _
USE 3/8" X 3 1/2" HILTI-QUICK BOLT :IIII=III m
—_— __ - - -
WITH A35 SIMPSON BRACKETS. ,
—III—III—III—I I i—III—III—III—i 1 I—III—I 11_=1.I=11 I—III—III I I
.I 11=1 11=1 I I—III—III—I I I—I I I—I 11=1 i 1=1 11=III=III=1 I I—I 11
-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L-1 I ISI I I-1 I I-1 I LSI I f-1 I
71-4" 3_91 t, 2'
3'-016" 13'-116"
PIT WALL & SLAB
g CONNECTION DETAIL g
3-ROW TUNNEL PIT SCALE: 3/4"=l'-O"
PLAN VIEW SCALE: 1/4"=1'-0"
6" 1'-6"
#4 REBAR X" LONGM
DOWELED @ 24" O.C.
(E) 4" CONC. SLAB
—111 III co
6'-8 5 „ 13'-4$" 6,-8 5„ I I I I I 1=1 I I
16 16 I III
'1=III— 2 MATS #5 REBAR @ 6" O.C.
3'-8" 31.81 3-916' 2' 18' 1= I I
18"1 #5 BENT BAR @ 12 O.C. III=111 EA. WAY
I 1111111 •
!I 1=1 I I #4 @ 12" O.C.
=III BOTH WAYS
0"
Ir
-32" 6"
ji0jalliligg
R A
NOVA VE
A PIT WALL & BRIDGE
k%V!0*A10A 8207 E.TRENT AVE■ SPOKANE VALLEY,WA 99207 ■ 800-668-2921 A
TWO COLUMNS FOR BRIDGE SUPPORT
CONNECTION DETAIL PREPARED FOR
SECTION S-1 SCALE: 3/4"=1'-0" ARTISTIC AUTO BODY
SCALE: 1/4"=l'-O"
SIZE DISTRIBUTOR DWG NO. REV
D NWCE AAB-090214-02
SHEET: 1/4" = 1'0" DRAWN BY: M.POORE SHEET: A3
8 7 6 5 It4 3 2 1 1
8 6 5 4 3 2 1
DUCTING SIZE 0 D
;; •• A 34" SPIRAL EXHAUST DUCTING. 20 GA. GALVANIZED
B 34" SPIRAL INTAKE DUCTING. 20 GA. GALVANIZED
C EXTERNAL BURNER EXHAUST 8" ALL FUEL (10" O.D)
DI EXTERNAL BURNER INTAKE DUCT 6"
SIN
N
00
C D
SIN
i
07
18'-04"
-100
q 19'-8Z"
F_ 8
N
B
C C
181-1111 - - -
A
EXISTING MIX ROOM
6"
B B
ARTISTIC AUTO BODY
ROOF PENETRATIONS SCALE: 1/4"=1'-0"
ANOVA
'/A 8207 E.TRENT AVE- SPOK800-668-2921
ANE VALLEY,WA 99207 ■ / \
PREPARED FOR
ARTISTIC AUTO BODY
SIZE DISTRIBUTOR DWG NO. REV
D NWCE AAB-090214-02
SHEET: 1/4" = 1'0" DRAWN BY: M.POORE SHEET: A4
8 7 6 5 4 3 2 1 1
8 7 6 5 4 1 5 2CLASS 1, DIVISIN 2 ETL
1
LIGHT FIXTURED REPLACED BYD KEY NOTES .
0-
FILLER
PANEL ON SOME MODELS.
CLASS 1, DIV.11 3' ELECTRICAL (GLASS IS TEMPERED) SMU 1.5 INTAKE UNIT (HEATED). SEE MECHANICAL DETAILS
CLEARANCE AS REQUIRED BY 311-211
1
NFPA 33. FOR MORE INFORMATION.
ALINES INSIDE BOOTH TO EU-15—SDD DRY EXTRACTOR (34"). SEE MECHANICAL DETAILS
HANG FROM SIDE OF FOR MORE INFORMATION.
D PLENUM ONLY. WATER SYSTEMS MUST COMPLY TO PERSONNEL DOOR (EMERGENCY EGRESS) D
/ \ {NFPA13} OTHER SYSTEMS MUST 3 31.5" X 102" AS REQUIRED BY IFC 2404.3.2.4
COMPLY TO {NFPA171, {NFPA121 & WITH TEMPERED GLASS AS PER IFC 2404.6.2.1
I I {NFPA2001} DESIGNED AND
INSTALLED BY OTHERS.
= I 3 MECHANICAL DETAILS �
� SSP (TYP) W/401 ESCUTCHEON SKIRT.
A 34" SPIRAL EXHAUST DUCTING. 20 GA. GALVANIZED
co
r-� T- ALL WIRING MAY BE ACCESSED FROM B 34" SPIRAL INTAKE DUCTING. 20 GA. GALVANIZED
3 INSIDE THE BOOTH, THIS ALLOWS THE C EXTERNAL BURNER EXHAUST 8" ALL FUEL (10" O.D)
I BOOTH TO BE LOCATED LESS THAN 3' D EXTERNAL BURNER INTAKE DUCT 6"
FROM ANY 1 HOUR FIRE RATED WALL. E 15 H.P. EXTERNAL MOTOR
/ F 3/4" AIR SUPPLY
G GAS SUPPLY 7" WC WITH SUITABLE CFM FOR 1.2 MIL BTU BURNER.
u?- INTERIOR CLASSIFICATION: H EXHAUST STACK CLEAN OUT ACCESS AS REQUIRED BY (UFC )4502.9
oa - CLASS 1, DIV 1 , OR CLASS 11 1 NOT USED.
N'VF ('' I I W S DIVISION 1 , WHICHEVER IS J NOT USED.
co APPLICABLE K NOT USED.
STANDARD WALL PANEL.
. ELECTRICAL DETAILS
O
D 2 LAYERS 19 GAUGE GALVANIZED MAIN PANEL:
2 SHEET METAL, WITH 8MM NUT & BOLT E CONNECTED LOAD SERVICE REQUIRED
CONSTRUCTION AND ROCKWOOL INSULATION. 208 VOLT 3 PHASE 102 AMPS WITH SEPARATE NEUTRAL
D & GROUND (DISCONNECTS NOT SUPPLIED) D
CALCULATED LOAD SERVICE REQUIRED
208 VOLT 3 PHASE 115 AMPS WITH SEPARATE NEUTRAL
& GROUND (DISCONNECTS NOT SUPPLIED)
8'-9$" 15-11L"" 6'-42"
31'-2" CONNECTED LOAD SERVICE REQUIRED
480/277 VOLT 3 PHASE 53 AMPS WITH SEPARATE
SECTION — /\ NEUTRAL & GROUND (DISCONNECTS NOT SUPPLIED)
SCALE: NTS CALCULATED LOAD SERVICE REQUIRED
31 ' BOOTH PLAN VIEW 480/277 VOLT 3 PHASE 65 AMPS WITH SEPARATE
SCALE: 1/4"=1'-0" SMU 1.5 AIR INTAKE TO BE
NEUTRAL & GROUND (DISCONNECTS NOT SUPPLIED)
PLACED AT LEAST 26" ABOVE GENERAL NOTES :
EXHAUST VELOCITY CONE TO BE PLACED 6 ROOF PENETRATION.
ABOVE ROOF PENETRATION. MUST MAINTAIN rp,�i THE K-40 SPRAY BOOTH CONFORMS TO THE REQUIREMENTS OF:
A MIN. OF 10' FROM INTAKE DUCTING. r�
10" FLUE STACK TO BE VERTICALLY * NFPA-33 STANDARD FOR SPRAY APPLICATION USING
SEPARTED FROM LMU 1.5 INTAKE IFC 2404.7 VENTILATION. MECHANICAL VENTILATION FLAMMABLE OR COMBUSTIBLE MATERIALS.
DUCTING BY A MINIMUM OF 3' OF FLAMMABLE VAPOR AREAS SHALL BE PROVIDED IN C * NFPA-86 STANDARD FOR OVENS AND FURNACES.
61 A ACCORDANCE WITH SECTION 502.7 OF THE * NFPA-91 STANDARD FOR EXHAUST SYSTEMS FOR AIR
INTERNATIONAL MECHANICAL CODE. CONVEYING OF MATERIALS.
SIMULATED ROOF LINE * NFPA-101 LIFE SAFETY CODE.
B — — — — — — — * NFPA-70 NATIONAL ELECTRIC CODE. B
* UL 508-A INDUSTRIAL ELECTRICAL CONTROL PANELS.
/ \ D B THIS SYSTEM HAS BEEN ETL LISTED AND APPROVED. THE ELECTRICAL
CLASS 1 , DIV.11 3' ELECTRICAL COMPONENTS, SUCH AS MOTORS, MOTOR STARTERS, DISCONNECT
CLEARANCE AS REQUIRED BYE C 10'-6" I SWITCHES AND PUSH BUTTONS ARE LISTED OR APPROVED FOR THE
NFPA 33. CLASS AND DIVISION IN WHICH THEY ARE LOCATED.
H THE EQUIPMENT INSTALLATION LOCATION SHOULD BE REVIEWED
v'-
WITH AND APPROVED BY THE LOCAL AUTHORITIES HAVING
JURISDICTION.
a� G THIS DRAWING DEPICTS STANDARD MECHANICAL ARRANGEMENT
��C° I MAIN \\ ONLY. MECHANICAL ARRANGEMENT MAY VARY DEPENDING ON
°p I DESIRED USAGE, AND SPACE REQUIREMENTS.
0o I / PANEL \ 1 / / / /
/// \\\ /7 /7 MAIN
PANEL
FOR DETAILED INFORMATION CONCERNING EQUIPMENT COMPONENTS
PLEASE REFER TO THE ENCLOSED ETL REPORT. IF AN ETL REPORT
DID NOT ACCOMPANY THIS DRAWING PLEASE CALL (509)444-7910.
E1 3
A 31 ' BOOTH FRONT ELEVATION OVA VC=FZTA
k! A
31 BOOTH SIDE ELEV\ ,ATION 8207 E.TRENT AVE SPOKANE VALLEY, WA 99207 . 800-668-2921
Ir SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O"
PREPARED FOR
ARTISTIC AUTO BODY
SIZE DISTRIBUTOR DWG NO. REV
D NWCE AAB-090214-02
SHEET: 1/4" = 1'O" DRAWN BY: M.POORE SHEET: S1
8 7 6 5 4 3 2 1
8 6 5 Iggir 4 3 2 1
FILTER SUPPORT BEAM
31'-2" FILTER MEDIA
D c a D
"\_SSN (TYP.) W/401
NOTES: ESCUTCHEON SKIRT.
1 1 1 1.) ALL DIMENSIONS RELATING TO FIRE SUPPRESSION ARE ALL HEADS TO BE INSTALLED
APPROXIMATE, AND MAY VARY. AWITHIN THE SPRAY BOOTH
CABIN SHOULD BE LOCATED
2.) THIS IS A GENERIC FIRE SUPPRESSION DRAWING AND IN AS CLOSE AS POSSIBLE TO
�� I INTENDED AS A GUIDE ONLY. DETAIL LO
SCALE: NTS (FIELD VER FY CATION)
3.) ALL SPRINKLER HEADS TO HAVE A TEMP. RATING OF 265°
4.) FIRE EXTINGUISHING SYSTEM TO BE INSTALLED IN
a, ACCORDANCE WITH LOCAL CODES AND APPROVED BY LOCAL
1 1 AUTHORITIES.
5.) WATER SYSTEMS MUST COMPLY TO {NFPA13} OTHER
SYSTEMS MUCT COMPLY TO {NFPA17, {NFPA12} & {NFPA2001}
DESIGNED AND INSTALLED BY OTHERS.
C L' ILC
000
GENERIC FIRE SUPPRESSION
TOP-VIEW
SCALE: 1/4"=1'-0"
FROM SUPPRESSION MAIN FROM SUPPRESSION MAIN
EXPLOSION RELIEF PANELS
(DO NOT OBSTRUCT)
-FEXHAUST DUCTING
11-811
B B
LFILTER MEDIA
SSN (TYP.) W/401 ESCUTCHEON POST FILTER
°' SKIRT. HEAD.
EXHAUST FILTER
BOX.
NEW SPRAY BOOTH
AS MANUFACTURED
BY NOVA VERT A USA. PRE-FILTER
HEAD.
. . . . . . . . . . . . . . . .
-PIT / RAISED BASEMENT REQUIRES PIT / RAISED BASEMENT REQUIRES
SUPRESSION. SUPRESSION.
L )%
SECTION - 1vT
ASCALE: 1/4"=l'-O'. '� 8207 E. TRENT AVE- SPOKANE VALLEY, WA 99207 - 800-668-2921 A
PREPARED FOR
K40 GENERIC FIRE SUPPRESSION
SIZE DISTRIBUTOR DWG NO. REV
D NOVA VERTA K40-31-WATER
SHEET: 1/4" = 1'O" DRAWN BY: M.POORE SHEET: S2