HomeMy WebLinkAboutCOM2000-00027 Final Remove BP Fascia and Install New on Canopy - COM Permit / Conditions - 4/19/2000 MASON COUNTY PERMIT ASSISTANCE CENTER Inspection Line (360)427-7262
Mason County Bldg. 3 426 W. Cedar R0. Box 186 Phone: (360)427-9670; ext. 352
Shelton, WA 98584
lip;
` Mlo �,, COMMERCIAL BUILDING PERMIT
� COM2000-00027
OWNER: DAVE BEYNON RECEIVED: 03/22/200
{ CONTRACTOR: DAVE BEYNON ISSUED: 04/13/200
SITE ADDRESS: 120 NE STATE ROUTE 300 BELFAIR EXPIRES: 10/13/200
PARCEL NUMBER: 123294190110
LEGAL DESCRIPTION: TR 11 OF NE SE TR A OF SP#1321 NE 120 HWY 300
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
REMOVE EXISTING BP FASCIA AND INSTALL NEW ON SANDYS BP STATION
CANOPY
General Information Construction & Occupancy Information
Type of Use: Insp. Area: No. of Units: Type of Constr..
Type of Work: REP Fire Dist.: 2 No. of Bathrooms: Occ. Group:
Valuation: No. of Stories: Occ. Load:
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
odel: Width: Building:
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline& Planning Information
Front: Ft. Shoreline: Ft.
Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.:
Side 1: Ft. SEPA?: Comp. Plan Desig.
Side 2: Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?:
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2000-00027 Please refer to the following pages for conditions of this permit. 1 of 3
CONDITIONS FOR
COM2000-00027
1) Approved per dimensions and setbacks on submitted site plan. X
2) Changes to approved building plans that affect compliance to the c runt non-residential Energy Code (NREC),
ventilation and Indoor Air Quality Code (VIAQ) Uniform Building/Plumbing/Mechanical Codes and/or Mason
County Regulations shall be approved prior to construction.
X
3) ALL 0QASTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND
OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION, ANY CHANGE OF
USE OR OCCUPANCY WOULD RE!
PERMIT REVOCATION. CHANGE OF USE MUST BE
APPROVED PRIOR TO CHANGE. x V\
4) Any changes in construction shall be re aF—d—by engineer of record and submitted in writing to the Mason
County Building Department prior to construction. All engineering documents are a part of the approved set of
plans and must remain attached thereto. If engineering documents are removed, approval will not be granted.
In addition, a re-inspection fee of$42.00 per hour(minimum 1 hour)will be charged an st be collected by
this department prior to any further inspections being performed or approval granted,X —
5) The approved plot plan is required to be on-site for inspection purposes. If inspection is balled for and plot plan
is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per
hour(minimum 1 hour) will be charged a d must be collected by this department prior to any further inspections
being performed or approval granted. X t/\
6) All approved plans are required to be on-s. for inspection purposes. If inspection is called for and plans are
not on site, Approval WILL NOT be granted In addition, a Re-Inspection fee in the amount of$42.00 per hour
(minimum 1 hour)will be charged and must be collected by this department prior to any further inspections
being performed or approval granted. X
7) PURSUANT TO 1997 UNIFORM BUILD100 CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR
ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY, MASON COUNTY BUILDING DEPARTMENT REQUIRES
THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE,
BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL
BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING
INSPECTIONS,
X &eM
COM2000-00027 Please refer to the following pages for conditions of this permit. 3 of 3
Plumbing Fixtures Mechanical Fixtures FEES
.Type Qtv. Type Qty. Type By Date Amoun Receipt
Plan Check Fee KLW 03/22/200 $48.59 52961
Building State Fee SKM 03/31/200 $4.50 53156
Building Permit Fee SKM 03/31/200 $75.75 53156
UFC Plan Check Fee DLS 04/03/200 $24.30 53156
Planning Review Fee AHB 04/03/200 $38.00 53156
t
Total $191.14
This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period
of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection
must be approved before building can be occupied.
OWNER OR AGENT: DATE:
122I00
CASE NOTES FOR
COM2000-0002
1)
COM2000-00027 Please refer to the following pages for conditions of this permit. 2 of 3
1
COK;RETE�- MECHANICAL MOBILE HOME
FooLngs-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB !nsulation Floors Final
date by date by date by
i dFaRAMING— _d� /j2 Walls FIRE DEPT.
b f date b
PLUMBING date by OTHER y
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by by 7/� date by
c
C°
1
J
1 ,
I �A� 7
PERMIT NO.: BLD^6�
MASON COUNTY
BUILDING PERMIT APPLICATIO
N
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner t-- d v L.. Li. 1 v Contractor Name iv''e" - g .L A
Mailing Address— we /,)1)+—,; 11,41700 Mailina Address
City E State - Zip Cvde g City - [ State—, Zip Code Z
Phone -n 70ther Ph.( j Ph.jeC Other Ph.(eD )
Lien/Title Holder Contractor Reg.,# 5Tr,�)�'.r/4 �[_
Address Expiration
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer
System Name of Sewer System Well Water System Name of
Water System
PARCEL INFORMATION-12 digit Tax Parcel No. ..1* a•T Fire District
Legal Description "
Site Address(Please include tryet name, stre��tfp?ulmber and city) .-•
Directions to site S&,-1,G, i�/ ��T�'C7jifLt
Will timber be cut and sold in parcel preparation? (Yes/
Is your property within 200' of the following: Body of Water (Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
TYPE OF JOB New Add Alt _Repair Other Use of Building
Describe Work e�YID✓� �0- l� SIG ,/�� �C�(GZ� GL1�� //� Gl ��) (a
No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor
3rd Floor Loft Basement Deck Other sq. ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-]certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X Date X Date 3 LO�-
FOR OFFICIAL USE BEYOND THIS POINT
Accepted byL Date " Submittal Amount Due 401 5 Receipt No J
DEPARTMENTAL REVIEW APPROVED DENIED'' CONDITION CODES
Building Department '3 -
Occ Group - 1 Type Constr.
Planning Department
Environmental Health Department
Public Works Department
I
Fire Marshal
Valuation $ }
EELS
Building Permit Fee Site Inspection
Plan Review Fee UFC Plan Review Fee
Plumbing & Base Fee Public Works Review Fee
Mechanical & Base Fee Other
Wood/Gas/Pellet Stove Fee Other
Violation Fee Pre-Paid at Submittal ( )
TOTAL FEES
FORM MUST BE COMPLETED IN INK
PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION
Case No.
Name J9,nA / 1&t- PARCEL NUMBER Date 100
SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the
site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Well Location (including adjacent) Drainage Plan
Names of Streets Easements
Names of Fronting Streets Septic System
DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line.
adjacent property li 4 I Fadjacent property I' e
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adjacent property lined I I <—adjacent property line
SAMPLE SITE PLAN
adja t property lined _ _ E-adjacent property line
D 30" rRSCRu& 30 �l
SEA-Co%J AL I ti L _�fpTIC-
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fLRaF{� I c fi HOM a. I
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adjacent property lined ; c \; <-adjacent property line
TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the
degree of slopes. See sample topography profile.)
SAMPLE TOPOGRAPHY PROFILE
dis-tar.c� to
ru�tL.a.YG
d;ztaV,C-G to
Slops f'c¢
disfanaa_
Y o !.
L o�
Si atur Date
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40'-10" x 91'-8" CANOPY
NE 120 and Highway 300
Belfair, Washington
For
BELFAIR 76
�S B. P��J,
Q of �w
30025
�0 GIS TV
�sSIO NAL E�G�
March 17, 2000 EXPIRES: SEPT. 6, 2001
Project No. - 0193
Bestworth-Rommel, Inc.
0 MDesign and Engineering Services kZ]�M
—INC.— 19818 74th Avenue NE, Arlington, WA 98223
(360)435-2927 1-800-829-8211 FAX: (360) 435-3617
I -
BESTWORTH ROMMEL, INC. Project Name: Belfair 76
Project No.: 0193
(360)435-2927 (800)829-8211 Fax:(360)435-3617
19818 74th Avenue NE,Arlington,WA 98223 Date: 3/17/00 Sheet No.: 2
w„ T T T T T T T T T T T T T T
w l
R2 R" F
CANOPY LAYOUT:
--->- L �
17 Ct C I
Fascia, F = 48 in. w dl = 3.5 psf
Clear height, h= 14.5 ft. w framing = 4.5 psf
Gutter depth, g = 6 in. w fascia @ End = 17 plf h
Canopy Width= 40.83 ft. w fascia @ Side = 17 plf
Canopy Length = 91.67 ft. w snow= 25 psf
No. of Stringers= 4 Column t, in. = 8 in.
No. of Crossarms= 3 Dbi y Stringer ht. = 12 in.
No. of Columns= 6 J erls Crossarm ht. = 14 in.
Deck Cantilever, Left= 4.00 ft. Deck Cantilever, Right= 4.00 ft. Col h = 14 + 7 + 12 + 14/2 + 3 = 19.16
Stringer Spacing:
R, RZ R3 R,
1st Span 1st Adj. I 2nd Adj. 1st Adj. I 2nd Adj. Last Span
10.90 ft. 10.90 ft.1 10.90 ft.1 0.00 ft.1 0.00 ft. 10.90 ft.
WIND:
P = CeCggs1,, P = 10.16 xCq = 13.21
W fascia = 13.21 x F = 52.8 #/lin ft.
W stringer= 13.21 #/lin ft.
W crossarm = 15.41 #/lin ft.
W column = 8.80 #/lin ft. R, R, R3 R
Fascia Axial load to end of stringer= 499 Ibs 576 Ibs 0 Ibs 499 Ibs
WIND transverse= 12871 Ibs Wind Governs
WIND longitudinal = 6597 Ibs Seismic Governs
M/COL= 41.10 ft-k /Z A, = 10. 11
WIND UPLIFT LOAD:
w„= 10.16 x Cq = 13.2 psf @ stringer& deck
PUP/COL = 8.24 k
SEISMIC:
V=(ZIC/Rw)/W Z = 0.3 1 = 1 C = 2.75
Rw= 3 Snow= 100% Reduction
v= 1.29 psf W = 34,448 lbs.
(Without framing loads) PDUCOL = 5.74 k
Ri R2 R3 R
v, seismic (transverse) at stringer= 12.2 Ibs 14.1 Ibs 0.0 Ibs 12.2 Ibs
P, seismic at end of stringer= 44.2 Ibs 51.0 Ibs 0.0 Ibs 44.2 Ibs
V= 0.275 x W = 9473 Ibs Wind Governs transverse direction
} Seismic Governs longitudinal direction
GRAVITY:
R, R2 R3 R„
P, DL fascia at end of stringer= 161 Ibs 185 Ibs 0 Ibs 161 Ibs
PSNOW/COL = 15.60 k
LOADS i CONFIGURE.0193.xls
r
BESTWORTH ROMMEL, INC. Project Name: Belfair76
Project No.: 0193
(360)435-2927 (800)829-8211 Fax:(360)435-3617
19818 74th Avenue NE,Arlington,WA 98223 Date: 3/17/00 Sheet No.: 3
CANOPY FOOTING DESIGN (UBC section 1806.7) P
H equiv.
Column Designation: Typ. Column ►
P DL = 5.74 k (Load Case 1)
Round Footing
P LL MAX = 15.60 k (Load Case 2)
PDL+LL = 21.34 k --
P UPLIFT= Dia 8.24 k (Load Case 8) (Actual) i ff. d
P DL- P UPLIFT= 1.31 k /2 = -(o(, --
M max, DL+LL = 0.00 k-ft (Load Comb 2,6 or 7)
M max, W/S = 41.10 k-ft (Load Comb 8-15)
h (height) = 19.2 ft
d (design depth) = 5.5 ft
qb (Tbl 18-1-A) = 1500 psf AS D
gLAT (Tbl 18-1-A) = 150 psf
qa allow D+L @ d = 3150 psf
(Increase 20%/ft.of depth for gravity loads per Tbl 18-1-A) W width
D diameter
Isolated Pole Factor= 2.00 (UBC Table 18-1-A,Footnote 3)
H equiv = M / In = 2145 Ibs W/S Governs
Stress inc. factor= 1.33
A, min req'd footing size = P /qa = 7 sq.ft.
D, dia, minimum = (4 x A min /Tr)v= 2.94 ft
Is footing restrained ?the
ground surface,Y!N ❑N Non-constrained at the ground surface
Size Try D, Depth Depth, D, Req'd (Per UBC formula 6-1 or 6-2)
Square Footing: 4.00 ft.sgr 5.50 ft. 5.67 ft. Use 4 ft.sgr.x 5.5 ft.deep ftq.
Ftg. Wt. = 13200 Ibs (Area= 16.00 sq.ft.) S, = 733 psf
S3= N/A
Round Footing: 4.00 ft.dia 6.50 ft. 6.27 ft. Use 4 ft.dia.x 6.5 ft.deep ftq.
Ftg. Wt. = 12252 Ibs (Area= 12.57 sq.ft.) S, = 867 psf
S3= N/A
CONCRETE:
f'C = 2500 psi fy = 60,000 psi
a (.5 p balanced) = 3.94 Load Factor, LL = 1.7
M = 57.54 k-ft Load Factor, W/S = 1.4
For effective moment section
Number of effective bars provided = 3 Square Footing: OK
Size of effective bars provided = #5 Round Footing: OK
d or AS min AS req'd AS req'd AS
Side or Dia Eff d, in. b, in (r m,n=200/fy) M /ad x 1.33 Provided
Square Footing: 4.00 44 48 7.04 0.33 0.44 0.92
Round Footing: 4.00 33 29 3.19 0.44 0.59 0.92
Square Footing: Use 8 # 5 Bars Total
Round Footing: Use 8 # 5 Bars Total
FOOTING,0193.xis
lo
PROGRAM : Steel Column Design v2.18 PAGE NO. 4
BESTWORTH-ROMMEL,Inc. TIME : Fri Mar 17 11:46:24 2000
JOB 3 X 8 DBL COLUMN FOR 76 CONVERSIONS JOB NO. : 1
RUN 0193 DESIGNED BY: CHECKED BY:
-
S T E E L C 0 L U M N D E S I G N
Check of Column ID: TYPICAL COLUMN Code: A1SC (1990) Design Method: ASO
----------------------------------
----------------------------------
Kx 2.00 Lx 19.160 Ft
Ky 1.00 Ly 4.000 Ft
Cmx Unbraced Cmy: Unbraced
Length 19.160 Ft
Fy 46.000 K /In ^2
Max Stress Ratio 0.950
E C H 0 O F L 0 A D I N P U T
LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4 LOAD COMB 5
Wind/Earthquake Included: No No Yes Yes
Axial: -2.870 K -10.670 K -0.660 K -0.660 K
Mx Top: 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K
My Top: 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K
Mx Bottom: 0.000 Ft-K 0.000 Ft-K 10.280 Ft-K 0.000 Ft-K
My Bottom: 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 5.880 Ft-K
------------------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------------------------------
C R I T I C A L S T R E S S E S
------------------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------------------------------
TS8x3x.25 Eqn: H1-1 Ratio: 0.40 Load Comb: 2
------------------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------------------------------
fa -2.10 K /In ^2 qa: 1.000 qs: 1.000 Cb: 1.000 Weight: 0.33 K
Fa 5.22 K /In ^2
Cmx: 0.85 Cmy: 0.85
fbx: 0.00 K /In ^2 fby: 0.00 K /In ^2
Fbx: 30.36 K /In ^2 Fby: 30.36 K /In ^2
PROGRAM : Steel Column Design v2.18 PAGE NO. 5
BESTWORTH-ROMMEL,Inc. TIME : Fri Mar 17 11:46:49 2000
JOB 3 X 8 DBL COLUMN FOR 76 CONVERSIONS JOB NO. 1
RUN 0193 DESIGNED BY: CHECKED BY:
B A S E P L A T E D E S I G N
Base Plate Design for: TS8x3x.25 Code: AISC (1990) Design Method: ASO
Plate Size 16.000 (Y) x 18.000 (X) x 1.0000 In
Bolts Req'd 4 - 1.0000 In Bolts For Stress
Weld 0.2500 In Fillet All Around For Stress
Plate Fy 36 K /In ^2
Concrete f'c 2.5 K /In ^2
Bolt Allowable Stress: 13 K /In ^2 (Shear)
27 K /In ^2 (Tension)
Bolt Edge Distance 2.00 In
Actual Bolt Tension 4.73 K (LC 3)
Weld Allowable Stress: 28 K /In ^2
Actual Bearing Stress: 0.26 K /In ^2 (LC 3)
Allowable Bearing 2.3 K /In ^2
Area of Concrete 1296.00 In^2
*** Note: Program Does Not Check Bolt Clearances or Min. Weld Sizes
MAR-21-2000 02:59 AM P, 03 F. u4
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3'-0' 1'-0'
nm'76'Sign '76'Ce1 Gradient Decal 92'-0'
76 ��
Drop Fascia R-E ds6np'BP'Fascia
Irulaa New'76'Flat ACM Fascia
Q
Esis ft Columns
RYP.)
Q
S
4
30'-0- 30'-W g
U
West C nopy Elevation
SCALE:3p3'=1'-0' East Elevation Mirror Image
41'-2'
Remove EAs*V'BP•Fascia
DmP Fascia Inuall New'76'Flat ACM Fascia =
LL
Esle6np Cahams
(TYp.)
244r
If This tine is not to scale.tAsn
Maw"Is n ducee.Do cad scale
Data: U14100
•
Ravbiau:
-INC:
n orth anopy Elevation 19818 74N A..NE..MagM,WA 99=3
SCALE:3/8'=1'-0' South Elevation Mirror Image (3B0)4352937-(900)62&a211 Fac(360)4763817
Belfair-76 prole°"'
0193
41'-2'x 92'-0"CANOPY
7 shave
NE 1201h&Hwy 3D0 `'S`1 d 1
Ba6ak,WaWrgton
DIUWN BY: G.w.... dE(7CED BY: JEV
03/09/00 14:25 FAX 13603302377 WILSON OIL CENT. 001
03/67/280e 15: 11 3604353617 $1w5TW0RT-1 ROMMEL PAGE 02
IRESTWOR"t"H-ROMMEL, INC.
19818 74ffi Ave_ N.E'.,Arfingfpn, WA -98n3
BB5-TVVR.N4Z5XL
PROPOSALJ CONTRACT
DATE;: MARCJ47.200D CCWTRACT #8 _
NAME Ilnfrlsen oil Co. Ssnay`s Beffair 76 Sandy's Beffalr 76
ADDRESS 2635 Kresk Avenue fit) h
Chehalis, WA 08532 BeMur,WA q p Belfair.WA
13ESTWORTH-ROM PdEL,WC,apprBtlaies the opppnurfity to P—vlee uth quota on ymw consqucllon prolect It ws quoba is a e{k=b1o,
your slgn0tcvv 1-low will create our cvnira=m agreement and a seautty tnierest In ifia itam fa0icawd.
For the sum of$35,650.00 Applicable Taxes we propose to provldo the item described herein according
to the foTlawing spedfinatione:
Scope of Work: Fabri=ta and instafl full 76 fascia with radius corners nn an eydstsrtg 43 x SW canopy,
including light trough and perimeter lights. Remove old bullnose fascia. Perform
electrical shut-of and neon shut-oft_ .Remove and scrap monocolumns and spreedetrs.
Cover Bnrew hflle-all urourrd_
All sheet metal components,i.e,roof nanafa and perlmetar gutterunll have a racbnry Applied bekaa
en2rne4 mating mmr gsivanjzcd#f2p ga ataeL
The pnein wt r 9vtter Will ba drained With dawnepou%to the corumrr_ The dr wn8pout th"tmv&S dnvrn
tha 4%—do cE the cokx:tr�ci5=tg befove yrgtl�,
�S ihTCLU�ES: Fabrication, transportation and Installation in Selfair,WA_
7 EXCLUDES: Engineering,paln4 deralsr aU cuncsakL work a-4'G' }ical vvcrk arnd l7xfurt:s, a8 perrntm
and inspections, disposal of hazardous waste.
OPTICW_ Supply crrty(16) UPK Vts for absfing I,"ftsway C:iviC canopy Fights.
ADD: 32,11OZ; +WS.S..T_
dpTic)M: 1rTsiatl(18)UFK Kits_
I
Ads: t.e7';.nr2 vir.s.s.;. L1es
anp w.r^,�.++o rM eC oro moat oa�+MvncaJ M�w,aun Us.,a.vas...w o+nn.�er p.�n�....,.d P�'rwoRTrr.uoaes.�mc.
TERMS: 20%doonsA ragUlf2d uAlti signed cafitrW for mvineering and startup oosts_
SO%craw -Z ne tt'6Mm 411t7dteflor>_
Balance to be paid 30 days after completion or InstaosOon.
Lalra etiaraws&t-Irz%per month to accnw on all Wlanaes more than tHrty{3o)days after dale of invoice_
71tt0 Y6 Tkun OPERTY C OT PAa6 LL payIu
The gala quotad is hayed upon the iebsite being BrJdad revel.vflth rya dYd}es or obstrurllorts,haviu3 adequate mQm. ter ow,;F # W)d
eawPmant to mznewitrand perform their work ar one axuinuu,e apefdllotl LScv[oNonS Wdt ci9nificarl Impact the pf>ce.
Ct7 SLfUCTLfd Fmduted 15 lut101.is fD h1a site JUr u.-it{tSS,�/!89 and GS9fXK De r�m��ar 7vsaiki_ rn dia overt(or CanceM5t Qr,V,e rill
cos or arty englneertng,fpbricialion or erRdion wfiidr has begun wffl be paid,includlrig labor and rnetenais.
Rtscaipa Jt v.3 vigned rnni-e� and sep,� Trm stondara lead time required from mnrhr t to emdlon bs
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