HomeMy WebLinkAboutCOM2022-00105 Modular Office - COM Inspections - 5/23/2024 1
MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
i COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352
BELFAIR:360-275-4467,EXT 352
Buildinry Planning,EnJxaunwntMH"Ith.Community 14"Ith ELMA•360-482-6269,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.usicommunity-services/bid-inspection.php
Permit Number COM2022-00105 Date Issued 0 111 9/2 0 2 3 Issued By CA n I�
Project MODULAR ADMIN.BLDG GAi
Site Address 1741 E PICKERING RD
Applicant MASON COUNTY FIRE DIST#5
Contractor
Contractor Phone
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type MANUFACTURED MODULAR Occupancy
STRUCTURE COMMERCIAL
-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 Building Official: Community Services Designee
Department
Concrete Setbacks -I -ry-ZS Slab
Footing Perimeter "7-ILI-2,3 J-t'Z Point load Footing -t-►t{_LS J7�
Footing Interior `f-i 4.7 S J TZ_ Footing Decks/Porches
Foundation Stem Walls "Z-t V-ts .JTt- Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor It a.,. Stl a iNshti g-11-L�
Other d 7L
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building
Manufactured Setbacks Setupe
Home 5=-z3-z l �E
Concrete Foot/Runners Final 57-?-
Other ?�GW-( .F,1, SZx-2� AEG. ,$t,E.Aff'
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MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
ilk COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: o m Zo 22 -o o l o,-�-
ADDRESS/LOCATION: 1-7�4 1 C 9,c-Lc, e(
FINDINGS: t to +abl a..,j i Lid - mil- !S4-Q66.,d
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Items listed above must be corrected to zain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
Call for re-inspection when corrections are made before proceeding with any further work.
Make corrections, items will be checked on the next inspection.
❑ OK to
Date: 3)13 1 ❑ Please contact our office regarding possible
Department: bo-V structural damage incurred by recent
Inspector: "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: aw ZOz Z,'G0/Q
ADDRESS/LOCATION: !?1/I 9 Pte&rl 2
FINDINGS• L
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Items listed above must be corrected to gain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
❑ Call for re-inspection when corrections are made before proceeding with any further work.
❑ Make corrections, items will be checked on the next inspection.
❑ OK to
Date: .�'Zz' �7 q ❑ Please contact our office regarding possible
Department:_ FLPP structural damage incurred by recent
Inspector: "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
Close X
HANDRAIL HEIGHT:34.5" PATHWAY 20 ft.Straight Aluminum
Wheelchair Ramp Kit with Solid Surface
Tread,2-1-ine Handrails and 5 ft.Top
3m5' g Platform
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RAMP LENGTH:144"
OVERALL LENGTH:325" C
USABLE WIDTH:36"
OVERALLWIDTH:65.75"
OPTIMALLYTHIS LENGTH ACCOMMODATESOF 20" O• E
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RAMP LENGTH PATHWAY 20 ft. Straight Aluminum
- �"- T Wheelchair Ramp Kit with Solid Surface
° ° ° ° ° ° Tread,2-Line Handrails and 5 ft.Top
1 4.4° 3 ° ° ° 2.Bel 2 40l ° — -
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—- - - - ECOMMENOATIONS.
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4/15/24,10:27 AM Anchoring ramps into Asphalt
113OLTHOLD'Asphalt Anchors That Stay Put Since zoo„ CL
Home(/) APPLICATIONS (/applications-list) I Ramps (/ramps)
RAMPS
•
Ramps are sloped pathways that provide access between two levels. BoltHold anchors are often used when at least one end of the ramp is
resting on asphalt. A common application is when the ramp high level is attached to the building structure, and the lower level is in a
parking lot.
If the high level is firmly attached to the building concrete structure, use SP10 anchors for the lower level anchoring. If the ramp is free-
standing and supported by 4 or more posts, all of which are on asphalt, use the SP12 for a heavy(>300 lbs.) ramp and SP18 for a light
weight ramp. (Heavier ramps have more inertia and absorb more external forces due to their own mass.)
If the ramp is already set in place and anchoring needs to be added, consider using L brackets to secure the ramp sides. For long ramps you
might want to use shoulder bots to allow the ramps to slide slightly against the anchor. This will accommodate the expansion and contract'inn
of the ramps under varying temperatures,ad its bending when supporting heavy loads.
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Products [2] to
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18%THOL5-f�
8P18
Zinc Steel
8-Pack
(BoltHold-SP18-716-Asphalt-Anchor-
Plated-Steel-6-PACK_p_123.html)
6x Zinc Plated Steel, 2,500 lbs.
BoltHold SP18-716 Asphalt
Anchor Plated Steel, 6-PACK
$70.00
hfps://www.asphaltanchors.com/ramps#:-:text=lf the high level is,for a light weight ramp. 1/3
BOLlrHOLD M
Anchor Installation Manual V8.41,
AMS25
SP12 22mm
SPID
7/8"
SP I a 11,
SPSS EPX2<
EPX3
Asphalt Asphalt Asphalt
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BOL HOLD Anchor Installation Guide V8.4
BoltHoldtl is a family of anchors specifically designed for anchoring to asphalt. The
anchors are suitable for attaching objects and structures to asphalt.This document
provides instructions and a guide for the installation of our line of anchors. Updated
information on anchor installation, as well as application-specific calculators, can be —�^^
found on our web site asphaltanchors.com
Please review AN62 for recommendations for site preparation, view AN36 for cold weather handling
and AN65 for hot weather handling. AN44 lists installation errors. AN48 shows non-standard
installations. AN55 provides details about fence installation.
STATIC VS. DYNAMIC Asphalt"flows" under continuous pull stress.Asphalt is, however,very resilient
STRESS when subjected to short duration forces. Expansion anchors,which depend on
pressure against the walls and work well in concrete,will loosen quickly when used
in asphalt. BoltHold anchors, however, use an adhesive(also referred to as "grout")
to bind with the asphalt in a stress-free bond and will therefore hold fast for many
years. Please note that this adhesive grout has nothing in common with tile grout.
When considering securing a structure using the BoltHold anchors, review how
stable the object is without the effects of wind, ice or snow. If the structure stands
solidly on its own,you may load the anchors at 80%of their pull rating. If the object
will apply a static pull force on the anchors just as it stands, limit the load on the
anchors to 20%of the pull rating.
PULL RATING Ratings are based on a minimum distance of 12" between anchors. If the distance is
See online calculator less than 12",de-rate the pull force of all but the first anchor by 6%for every inch
https:Haac.fyi/GroupCalc less than 12"'. Ratings are based on asphalt thickness of 2W. For heavier asphalt,
increase the allowed forces proportionately3.
P10/AM625 SP12 SP18 SP58
Rated Pull,lbs. 1,500 2,000 2,500 15,000
Bolt Torque lb-in 200 200 280 720
Drill Depth 6" 12" 12" 10"
Drill diameter 7/8" 7/8" 1" 1.5"
Drill Part Number 83-1002 83-1002 83-1003 n/a
Anchors per EPX2 bag 3-4 2 1.5 0.8
Anchors per EPX2 tub 60 30 15 10
Anchors per EPX3 cartridge 4.5 2.7 1.4 1
Adhesive required,ml.(cc) 60 120 150 290
Table 1
1 This anchor is specified at 3"asphalt thickness.
2 An example for derating due to proximity of anchors:4 anchors are installed 5"apart. The force capacity for the 2"d 31d and 4'h anchors is
derated by(12-5)x 0.06=42%. See de-rating calculator asphaltanchors.com/calculators.
3 An example for calculating the effect of asphalt thickness:3"asphalt will increase the anchor's force capacity to 3/2.5=1.20. Thus,SP10
rated at 1,500lbs.will handle 1,800 lbs. See Group calculator asphaltanchors.com/calculators.
&1BOL - HOLD Anchor Installation Guide V8.4
BOLT LENGTH The minimum required thread inside the anchors is 5 turns of the bolt or 0.75".The
maximum is the length of the anchor less 2".There is no strength benefit in having
more than 0.75" of thread inside the anchor.
ADHESIVE SELECTION The adhesive binds the anchors on the one hand and bonds with the asphalt on the
other hand. Suitable materials are expanding cement or low shrink epoxy. The
adhesive must be self-leveling(meaning that it can flow to fill in crevices and voids).
It must cure to a hard material.The cured adhesive must be immune to extended
exposure to water. The amount of adhesive required depends on
the model of the anchor you selected. See Table 1.
The most cost-effective anchoring results are achieved using our AM
EPX2 BAG EPX2, an expanding anchoring cement.The EPX2 is packaged
either in bags or in a large tub.The bags hold 12oz(P/N 82-
5002.K for a six-pack). The re-sealable bags allow adding
EPX2 TUB water, kneading the mixture,then pouring it.The EPX2 is also
available in 10 lbs.tubs at a lower cost(P/N 82-5002.010).
However, the EPX2 cannot be applied at temperatures below
50°F.
Our EPX3 epoxy(a 2-part acrylic resin) is packaged
EPX3 Cartridge in a single cartridge compatible with caulk guns'.
We recommend high-thrust(40:1) guns such as
our CG40.The EPX3 can be applied at temperatures as
low as 14°F(see footnotes) and offers the convenience of cartridge application
requiring no manual mixing.
Our ratings of the anchors are based on tests that we have run with the EPX2
OTHER and EPX3. Your results and the reliability of the installation using other grouts
may vary. Do not use Rocktite or Kwixset as the cured product is water soluble.
REQUIRED SUPPLIES Before starting the installation, make sure that you have the following items:
1. Adhesive in quantity per table 1
2. If the object that you are attaching is thicker than 3/8", procure the required
bolts'. otherwise,the bolts provided with the anchors will do.
3. If you provide your own bolts,you will need Permatex anti-seize
paste to facilitate removal of the bolts in the future. #80078 for
steel anchors,#77124 for stainless steel anchors. (More next
page) _.
'Due to the force required to squeeze the epoxy we recommend using a hi-thrust caulk gun. See the EPX3 datasheet.
S Extra caution is advised when working at temperatures below freezing as the normally porous asphalt may be frozen and the grout will
not be able to grab its crevices. The result will be a much weaker installation.
5 Length of bolt equals thickness of object plus thickness of washer plus 0.75",rounded up.
BOL HOLD' Anchor Installation Guide V8.4
4. Masonry drill bit per Table 1
5. Tools — hammer-drill, mallet,wrench for bolts,vacuum
cleaner or blower or broom, nylon tube brush. "=
6. 3 plastic containers and mixing sticks (EPX2
only) `
7. Caulk gun if using the EPX3.
FOR REALLY FLUSH The head of the anchor is about 0.080" (2mm) high. That only presents
INSTALLATION a problem if the attached object is removed for the winter for snow
plowing, as some snowplows may snag the head of the anchor.The
asphalt may be compacted to accommodate the entire head of the
anchor using our Flattener tool (P/N 01-6390).The tool is placed in the
hole before any adhesive is applied and hammered in to compact the
area below the head.The tool is not suitable for the SP58 anchors. Do
not use the tool on an installed anchor.
DIRECTIONS The directions that follow apply to the use of the EPX2 in bag or tub, and for the use
of the EPX3. Sections specifically for the EPX3 are shaded to separate them from the
EPX2.
The original mixing instructions for the EPX2 were based on adding water to a
measured volume of EPX2 powder.The shortcoming of that method is that the
EPX2 USE mixture switches abruptly from powder to liquid.
We found that adding powder to water allows for a controlled increase in the
mixture's density. The instructions below have been rewritten to follow this
method.
Old labels on EPX2 bags may show the add-water-to-powder.
1. Prior to the activation of the adhesive, make sure that you have the anchors on
hand. Do not separate the bolts from the anchors.
2. Note that the EPX2 and EPX3 are fast curing;you have less than 10 minutes
handling time for the EPX2 and 20 minutes for the EPX3 (at 75°F).
a. At elevated temperatures(above 85F),the pot life becomes very short
(single minutes). See AN65 for solutions before proceeding with the
installation.
b. At low temperatures(below 45°F)the EPX2 may not cure. See AN36 for
solutions
3. We recommend that you drill and clean all the holes first,then proceed with
applying the adhesive.
4. Drill the holes in the diameter and length per table 1. If you use a larger drill
diameter or drill deeper than specified,you will need more adhesive.A larger
diameter hole adds to the strength of the installation.
B I G Anchor Installation Guide V8.4
5. Do not proceed with the use of the EPX2 if the holes fill up with water due to high
ground-water level I Use the EPX3 instead.
6. Use compressed air or a blower to clean the drilled dust from around the hole,
then thoroughly clean the hole of any internal dust. Wear goggles for safety.
7. Using a nylon tube brush (such as our part number 46-3001),
clean the hole's first 4-6 inches with an up/down motion
while pressing against the walls. Tap the brush after every
few strokes to clear it from dust. It is essential that all the dust
be removed and that the walls of the hole have been slightly Ilk,
roughed up. It may require 5 separate passes to get all the dust
out.
8. Blow the area clean again.
9. Pour a pre-measured volume of water into the mixing container. We recommend
mixing enough material for 4 holes; if less,the quantities of the grout and water
become small and harder to measure. Use the table below to estimate the water
and adhesive volumes:
Anchor Water Volume, EPX2 Volume, EPX2 bags for
for 4 anchors for 4 anchors 4 anchors
cuPs FI.Oz. CUPS FI.Oz. #Bags
SP10 0.5 3.8 1.2 9.4 0.9
SP12 0.6 4.9 1.6 12.4 1.2
SP18 1 1.6 12.8 4 32.0 3.2
SP58 2.3 18.1 5.7 45.3 4.3
AM625 1 0.5 3.8 1.2 9.4 0.9
10. Slowly add the EPX2 powder and stir
continuously.There is variability in the required
amount,depending on the water content of they ;
adhesive.The end consistency of the mixture - :11.1A
should be syrup-like. Note that the transition 1 �€ �` •'
from liquid to solid is quite abrupt,so add the
powder slowly. Aim at a consistency as shown in
the picture on the right.
11. If the consistency is too thin,the adhesive will require much longer to cure and
may not reach full strength. If too much adhesive was applied,there will be lumps
in the mixture and it will clog the top of the hole and the adhesive will not flow to
the full length of the hole.The pull resistance will be severely reduced.
12. If more water is required, add one tablespoon at a time.
13. Slowly pour the mixture into the hole.
14. Make sure that the adhesive fills the hole from the bottom to the very top of the
hole,even a little above it. Failure to fill to the top will greatly weaken the bond
between the anchor and the asphalt. To eliminate air pockets, prod the adhesive
with a thin tool such as a chopstick or pull the anchor out a couple of inches and
push it back in.
Tn�
B.OL HOLD Anchor Installation Guide V8.4
EPX3 DIRECTIONS 1. EPX3 USER:Place the EPX3 cartridge in a single cartridge caulk gun. Remove the
See EPX3 datasheet protective nut at the top of the cartridge. There is no need to puncture the
opening as in other cartridges.
2. Attach the supplied mixing nozzle to the threaded front of the cartridge.
3. Pump a full length of the nozzle so that the mix coming out of the nozzle in
uniformly gray. Discard this mix. Do not use this mix in the hole.
4. Proceed to fill the hole with the mixture, starting with the nozzle deep in the hole
and slowly retracting the nozzle as the hole fills. This assures that the epoxy will
reach the full length of the anchor. Prodding the adhesive with the tip of the
nozzle will collapse air pockets.
5. Make sure that the adhesive reaches the very top of the hole, even a little above
it. Failure to fill to the top will greatly weaken the bond between the anchor and
the asphalt.
INSERT ANCHOR 1. Push the anchor into the hole with a slow, down-up motion so that the entire
length of the anchor will be wetted
by the mixture.When the anchor :` ;': lues
head is about 2"from the asphalt,
inspect the level of the adhesive in , •� �F:
the hole. If the level is below the
surface,top-up the adhesive � �* `
without pulling out the anchor. '' ''+.
2. Push the anchor in until its head is
flush with the surface. You may
need to use the mallet to force the anchor to seat all the way, because the
gravel/soil at the bottom tends to close on itself.
3. An indication that the adhesive has reached the all-important top of the
anchor is squeezed-out adhesive visible around the head of the anchor.
4. Immediately wet-clean the area around the anchor to remove unsightly
adhesive before it cures.Alternately, scrape the excess using a trowel or a
piece of cardboard.
5. The time for EPX2 to cure is about 15 minutes at 757. The time for full cure
is 1 hour. Wait 2 hours before exerting a pull load or a heavy torque on the
anchors. For pull tests (to failure)wait 24 hours.
6. If the EPX2 adhesive fails to start curing due to low temperatures (50°F and
below),use a blow torch to gently heat the inserted anchor. That will usually
get the curing process to start.
7. The worktime and curing times for the EPX3 are shown in the table below.
r Temp 1 Work Time Cure Time
I I
i
14°F 90 24 hours
41'F 25 2 hours
68"F 6 45 min
86"F 4 25 min
a
BOLTHOLD" Anchor Installation Gu►deV8.4
ATTACH OBJECT 1. Remove the bolt and washer from the anchor after the
recommended cure time.
2. If you use your own bolt, apply a small amount of Permatex
paste along the thread (one side is enough). Use Permatex
80078 for steel anchors; use Permatex 77124 for Stainless
Steel anchors.
3. Making sure that the plate to be attached is flat'and in
contact with the head of the anchor, align the holes in the plate with the
anchors.
4. Insert the washer and the bolt and tighten. Do not exceed the torque allowed
in Table 1. Do not use an impact wrench.
EPX2 WARNINGS • Mixed with water but not yet cured,the adhesive is caustic and can cause burns to
eye and skin.
A • Prevent aluminum from coming in contact for a lengthy period with the installed
EPX2 adhesive. No such precaution is necessary for the EPX3.
• Do not use the EPX2 with Dacromet or similar coating that contains aluminum.
• Use of the EPX2 at temperatures lower the 45F is not recommended due to the
slowed curing process.
CALCULATORS Our website offers 6 useful calculators that will save you time and will recommend
the least-cost anchors for your application. You can find the calculators at
asphaltanchors.com/Calculators.
• The Grout calculator computes the required amount of adhesive for the selected
number of anchors of any one anchor model.
• The Group calculator provides the rated pull resistance of a group of anchors
installed close to each other,in asphalt of specified thickness.
• The Fence calculator suggests the number and model of anchors to secure surface-
mounted fence posts to asphalt.
• The Sign calculator suggests the number and model of anchors to secure a surface-
mounted signpost to asphalt.
• The Carport calculator suggests the number and model of anchors to secure surface-
mounted carport posts to asphalt
• The Shed calculator is like the carport calculator except that is supports walls on all
sides
ANCHOR REMOVAL Sometimes an installed anchor needs to be removed. The best time to do so is
immediately after installation, before the adhesive is fully cured. That is usually
within 15-60 minutes of pouring the adhesive.
The recommended method is to use a socket or wrench and over-tighten the bolt to
the point where the entire anchor will rotate and break away from the adhesive that
surrounds it. Once the anchor rotates in the asphalt,try and rotate it
7 A convex plate will allow the anchor to be pulled as the bolt is tightened,breaking the bond between the asphalt and the
anchor.
• TM
BO L HOLD Anchor Installation Guide V8.4
counterclockwise and it may thread itself out. If that does not work, use two large
flat screwdrivers or a nail puller under the anchor's head to extract it.
Removing the anchor this way allows you to reinstall an anchor in the same hole.
If the adhesive is already fully cured,the over-tightening method may result in the
head of the anchor breaking off the body of the anchor. In that case,you can use a
suitable metal drill and drill out the body of the anchor.
SHADE For applications at tropical ambient temperatures(>90°F),where the sun directly hits
the anchor or its immediate area (6" radius)we recommend placing a white light-
blocking W acrylic cast plate over the anchor. If the installed object covers the
immediate area, such as in the case of speed bumps, no shade needs to be added.
See AN65.
Applications for securing containers against hurricane winds may not require plates
because the attendant rain cools the surfaces.
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
FPRE
2-00105 MANUFACTURED MODULAR
STRUCTURE COMMERCIAL
ESCRIPTION: MODULAR ADMIN. BLDG ISSUED: 01/19/2023
ESS: 1741 E PICKERING RD SHELTON
EXPIRES: 07/18/2023
PARCEL: 221331260020
APPLICANT: MASON COUNTY FIRE DIST#5 OWNER: MASON COUNTY FIRE DIST#5
PO BOX 1910 PO BOX 1910
SHELTON,WA 98584 SHELTON,WA98584
1.360.229.8730
FEES: Paid Due
State Fee-Commercial $25.00
Modular/Manufactured Home $360.00
Fee-2nd half collected at ready
to issue
Planning Commercial Review $380.00
Fee
Technology Surcharge $17.43
Modular/Manufactured Home $360.00
Fee- 1st half collected at
submittal
Building Plan Review/Change of $125.00
Use-Onsite Sewage
Modular/Stick-Built Foundation $151.50
Totals : $1,418.93
REQUIRED INSPECTIONS
Setback Inspection Connection has been verified by Health or Utilities
Footing Inspection BLD-Final Inspection
Set-Up Inspection
Printed by:Genie Mcfarland on:01/19/2023 03:22 PM
Page 1 of 4
• 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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2022-00105
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.
* When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and
approved by the Washington State Department of Transportation. For more information contact Washington State
Department of Transportation, at(206)357-2620, ext. 630.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
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
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any
construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that
office to review future planned work which may affect your project.
* 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.
* Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is
installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work
shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An
Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for each
major part of the installation. RCW43-63B.090
An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD
certification tag or temporarily located in plain site within three feet of the home's front entry. There shall be one certification
tag for each certified installer accounting for the work that each installer performed or installed. Certification number and
signature of the certified installer responsible for each major part of the installation.WAC365-210
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* 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.
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Page 2 of 4
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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2022-00105
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext.450 or
100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the
access permit from Public Works has been finaled and approved.
* Concrete used for basement walls,foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* All property lines shall be clearly identified at the time of foundation inspection.
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* This permit is for the placement and installation of the manufactured home only and does not imply approval or review for
any other items indicated on the plot plan.
* The installation permit shall be displayed in clear view of the site access road. The approved site plan and other
applicable instructions, including installation instructions, shall be available in this location OR placed in the location
specified by WAC 296-150M. Support configuration shall be clearly marked in the installation instructions.
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked
"APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is
responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
* Mason County has four areas with ground snow loads between 25#-55#. The owner/agent of this permit acknowledges
that if the unit permitted under this permit does not meet the area snow load rating, there is a potential for failure due to
weight accumulation beyond that of the design criteria for the unit. If you are uncertain please contact Department of
Community Services for snow load or vist our website at www.co.mason.wa.us.
* 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 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.
* 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.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the
instructions of the American National Standards Institute (NCSBCS/ANSI A225.1).
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Page 3 of 4
Mason County
im Mason County - Division of Community Development
615 W.Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2022-00105
* 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.
* 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.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to
skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required
inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the
prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by
the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable
practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be
granted for the residence.
OWNER/CONTRACTOR(indicate which)
* 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.
* OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit
revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s)for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* Comply with findings of SUP2022-00003
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 of a permit does not presume to give authority to violate or cancel
the provisions of any other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or AuthoriL Agent Date:
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