HomeMy WebLinkAboutCOM2024-00030 Poly Tarp Ag Bldg - COM Inspections - 9/3/2024 � 615 W.Alder St.Bldg 8,SHELTON,WA 98584
MASON COUNTY SHELTON:360-427-9670, EXT 352
1, COMMUNITY SERVICES
� BELFAIR:360-275-4467, EXT 352
Building.Planning,Environmental Ilcwlth.Community Health
ELMA:360-482-5269, EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY**
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.Op 11
Permit Number COM2024-00030 Date Issued 07/17/2024 Issued By
Project AGRICULTURAL POLY TARP TYPE STRUCTURE
Site Address 1722 Ridge Rd
Applicant PADDEN JAMES&BRIEANN
Contractor
Contractor Phone
Primary Code UPC IBC, IRC, IFC, IEC,IMC,& Type
Permit Type NEW COMMERCIAL PERMIT Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
**THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.**
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building
Department Building Official: Community Services Designee
Concrete Setbacks Fj 2Z 2` DEC Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing -1
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building 3-�' nt✓n
Manufactured Setbacks Setup
Home
Concrete Foot/ Runners Final
Other
c �
Fire Marshal's Office
615 W. Alder St
Shelton WA 98584
rcollins@masoncountywa.gov
MEMORANDUM
FROM: Randy Collins, Fire Marshal
TO: James Padden padden'ames(@_gmail.com
DATE: June 18, 2024
TOPIC: Fire Plan Check Approval, Membrane Structure
1722 Ridge Rd Road Shelton (COM 2024-00030)
The plans for the above-mentioned project have been approved subject to the
following conditions:
1. Fire Resistance of Membrane: The fabric used for the membrane portion of the structure shall
have a flame resistance that meets NFPA 701. A certificate attesting to this shall be either
plainly visible on the fabric or be provided from the manufacturer. IFC 3104.2
2. Premises Identification: From the frontage road serving the property, permanent & reflective
address numbers a minimum 6" in height and with a 3/ " stroke shall be posted. IFC 505.1,
505.2
3. Fire Extinguishers: Fire Extinguishers having a minimum 2-A10BC rating shall be installed at
travel intervals not to exceed 50'.
If you have any questions regarding the plan review or these conditions, please contact me at:
rcolli ns(c�masoncountywa.gov
J
06 STEP 1 AM, 'RNMU1181113M
SHELTER NISULLAt1D"MAMIAL HILLS
Assemble the arches,including the base plates,and place them on the ground first.DO NOT erect them MR
until all of the arches are assembled. Connect the arches using hexagon bolls with washers and nuts(part#511 through predritled holes in frame
members.
APPROVED AS NOTED
One Top roof tube(Part#1/1A/1 B).Two Roof curving tubes(part#2/2A/28).Two Roof curving tubes at thevithe applcalon for permit.d for Code for those items listed on
shoulder height(Part#4/4A/4B).Two Sidewall tubes(Part#5/5A/5B/5C),and Two Base plates(Part# Project shall comply with permit conditions as noted on the
6L/6R/7) peril
The plans shall be on site at the time of the inspection.
Failure to have permit and plans on site may require
e-inspection.
Any plan revisions shall be submitted and approved
1 I4A T�LJ PRIOR to Installation or field changes.Changes in
Engineering Documents or Details require a latter anA
47 C 40 stamped detail unless otherwise approved.
45 ,1 7 Mason County
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firmty in place.
The shelter should be iritailed on FIRM GROUND rather than on SWAMPY
SOFT.or WET GROUND_
The base flanges must It-se_ured so that they cannot he moved.
Mason County
Permit Document
flame Ratat
tNTERTAPE POLYMER GROUP
FWMWM
FRU88X-6, 400
FRU88X-6,400 is a heavyweight fabric for The foliiawing data are typical values based on ASTM standard tests.
applications requiring frame retardants and W These data should not be considered specification.
stability. The scrim is produced in a special
weamng pattern to enhance flatness,abrasion TMOM 23 m1i (0.59 mm)
resistance,and tear properties. The proprietary ASTM D1777
dating is used to enhance abrasion resistance, "F - Warp 360 fb 1598 N[Weft 350 fb 1555 N
flex resistance,seam strength,UV resistance ASTM D5034
and longevity.
FRU88X-0,400 is perfect for manufacturing SOTtitt 08(N 5cm) Warp 260 lbin(2309)Mleft 250 Ibtn(2220)
facilities,livestock housing and sports arenas. ASTM D5035
if T� Tw Warp 120 lb 533 N/Weft 110 lb 488 N
ASTM D2261
Weave: Woven HDPE scrim using natural Trawn iflTw Warp 110 lb 488 N/Weft 90 lb 400 N
FRAN tapes ASTM D4533
Coating: LDPE,4 mil average each side
(95 g/m2/side) 675 psi 14650 kPa
Color. White,blue,green,grey,sandstone ASTM D3786
and other colors available upon ACC810MMIN >90%strength retention after 2000 hrs
request 10800~ exposure @ 0.77 W/m2/nm,or 1200 hrs
Weight: 12A oz/ydz(407g/m2)+/-5% ASTM G154 exposure Q 1.35 W/mz/nm
am SPENICEIM 90010�911111" >W% rein after 5 Florida
Cores: 4 inch I.D.or inch I.D.awar7able Room" Standard Year.V
Width: Up to 144 inches(-0,+0.5)as ASTM G90
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Length: Minimum 250 ydsfro%up to 100(1 LAB UN -60"C
yds/roll ASTM D2136
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intended as limiting speciftations. 'Q.0 V[A-3401amps];8 hm UV a 60"C;4hrs condensation Q 50"C 21333 MJ
This product meets the requirements of A 701�2015(Method 1 and
Melfiod 212010(Method 1 and J1 212004(Method 1 and Method
s s t tt [ p *i r x r zl 2),1989(large and small scale)and 1996(tests 1 and 2),CAN/ULC
S109-14,CAN1ULC S109-03,CANNLC S109-M87(small and large
scale]CANALC S102-14, CANAJLC S102-03,CAN/ULC S1022-03,
10D P*MwuntDcivr,sum3W l Sermci%FL 3CM21 WA ASTM EfW16(Class 1j Ut3C314,Cali1bmia Fse 1601arshal(F-01405).
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EFFECTIVE:008
Description Quantity fl45Hexagon bolt M10*75 38
part Code 4 exagon bolt M10*85 45
1 Top roof truss 2exagon bolt M12*25 200
IA Top roof truss for front and back panes 2 exagon bolt M14*30 66
IB Top roof truss for steelwire installation rench 2
2 Upper roof truss 4 60 Turn buckle kit(M12) 32+64 2A Upper roof truss for front and back panel 4 67 Anchor bolts(MI6*150) 80
213 Upper roof truss for steelwire installation 8 70 Steelwire for roof(<h 8*3.8M) 8
4 Shoulder truss 71 Steclwire for sidcwall (�8*4.1M) 24
4A Shoulder truss for front and back panel 4 78 Hand winch and pulley 24
4B Shoulder truss 80 Roof cover 1
5 Sidewall truss 8 81 Cover for front and back panel 2
SA Sidewall truss for front and back panel 2 82 Cover for door 24
5B Sidewall truss for steelwire installation 83 Rope for cover installation(m 8*15M) 9
SC Side-wall2 84 Band for ratchet(90CM) 16 truss for hand winch rail installation 2
6L Base plate for left corner 85 Band for PVC tube(2.5M) 32
2 86 Anti-wear pad(10*20) 48
6R Base plate for right corner 12
7 Base plate for sidewall 87 Zap straps 48
4
8 Base plate for door 2
IOR Upper door right frame 2
IOL Upper door left frame 2
IOAR Upper door right frame 2
10AL Upper door left frame
2+2
14 Door beans 2
14A Hanging tube for door beam 4
15 Rail beside door 2
16 Rail for hand winch
14+2
17 Tensioning tube for roof cover 4
18 Tensioning tube for front and back panel 12+12
19 Door tube 2+2
19A Bottom door tube 49
30 Horizontal tube 14+2
35 PE tube 9+4
39 Plastic cap for tensioning tube 14
40 Hexagon bolt M10*30 55
42 Hexagon bolt M10*60
Mason County HIILI
01`H1t1S Permit Document
i
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
E
4-00030 NEW COMMERCIAL PERMIT
DESCRIPTION: AGRICULTURAL POLY TARP TYPE ISSUED: 07/17/2024
E
ESS: 1722 RIDGE RD SHELTON EXPIRES: 01/13/2025
PARCEL: 320295004004
APPLICANT: PADDEN JAMES & BRIEANN OWNER: PADDEN INVESTMENT PROPERTIES LLC
PO BOX 3389 P O BOX 3389
BELFAIR, WA 98528 BELFAIR, WA 98528
360-265-3306
VALUATIONS: FEES: Paid Due
S-1 VB Storage, moderate 2100.00 $31,500.00 Plan Check Fee $323.07 $0.00
hazard Technology Surcharge $16.40 $0.00
IFC Plan Check Fee $161.54 $0.00
Pre-application meeting - Major $265.00 $0.00
EH Plan Review
Building Permit Fee $497.03 $0.00
State Fee-Commercial $25.00 $0.00
Planning Commercial Review $380.00 $0.00
Fee
Total: $31,500.00 Totals : $1,668.04 $0.00
REQUIRED INSPECTIONS
Setback Inspection KNOX BOX VERIFICATION
Framing Inspection BLD-Final Inspection
CONDITIONS
The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
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Page 1 of 3
Mason County
Mason County - Division of Community Development
615 W. Alder St.
� Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW COMMERCIAL PERMIT COM2024-00030
All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
contact the Mason County Public Works Department prior to construction at Ext 450
All property lines shall be clearly identified at the time of foundation inspection.
All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour) will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Code 14.28 and 14.17.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit
expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being
taken.
* All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
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� 1
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW COMMERCIAL PERMIT COM2024-00030
Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered.
A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B.) Septic tank(s) requires 5ft setback from all footing/foundations.
C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area.
D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area.
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting f a permit does not presume to give authority to violate or cancel
the provisions c �n other sta a/lo I aw regulating construction or the performance of construction.
Issued B t -
Contractor or Authorized Agent: Date: in
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