HomeMy WebLinkAboutCOM2016-00151 Addition, Plumbing - COM Permit / Conditions - 1/9/2017 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line (360)427-7262
PSo C t" Phone: (360)427-9670, ext. 352
Mason County
615 W Alder St
Shelton, WA 98584
lR.i4
COMMERCIAL BUILDING PERMIT COM2016-00151
OWNER: HARTSTENE POINTE MAINTENANCE ASSOC. RECEIVED: 12/8/2016
CONTRACTOR: 2KG CONTRACTORS INC LICENSE: EXP: ISSUED: 1/9/2017
SITE ADDRESS: 200 E POINTES DR WEST SHELTON EXPIRES: 7/9/2017
PARCEL NUMBER: 121195000202
LEGAL DESCRIPTION: HARTSTENE POINTE LOT: 202 (COMMON AREA)
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
ADDITIONS TO (2)WELL HOUSE BUILDING.... UPGRADING ST RT 3, R ON PICKERING RD, FOLLOW ACROSS THE BRIDGE, L ON
EXISTING WATER SYSTEM EQUIPMENT(WELL 1 and WELL NORTH ISLAND DR, FOLLOW TO THE POINTE THEN TO THE CLUB
2) HOUSE AREA
General Information Construction&Occupancy Information
No. of Units: Type of Constr.: VB
Type of Use: UTILITY BLDG Insp.Area: No. of Bathrooms: Occ. Group: U
Type of Work: ACC Fire Dist.: 5
Valuation: $ 16,147.60 No. of Stories: 1 Exit Design. Load:
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: 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.: Not Applicable
Side 1: Ft. SEPA?:No Comp. Plan Desig.: Rural
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?:
COM2016-00151 Please refer to the following pages for conditions of this permit. Page 1 of 5
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Ventilation Fan 4 Plan Check Fee rRana 19/19/9n1 O1A1 51 g99n17nn
EH Minor Plan Review rKAM 19/19/9n1 alnn nn C99n17nn
Planning Review Fee r hAhA 19/19/9n1 aiin nn g99n17nn
Building Permit Fee TIAI 11419nl7 197Q 99; g99n17nn
Mechanical Base Fee TAA/ 1/d/9n17 o9A 5n g99n17nn
Mechanical Permit Fee TIN I1A19n17 #.,iA nn S79n17nn
Non-Res. Energy Code TXA1 1/A/gnl7 It7l nn S99n17nn
Total $1,028.26
CASE NOTES FOR
COM2016-00151
CONDITIONS FOR
COM2016-00151
1) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type
of erosion protection (silt fencing or straw matting).
2) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X ':?-
3) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
X
4) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
5) 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. X
6) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be
granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County
Building Department prior to any further inspections being performed or approvals granted. X
7) 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.
X —&/K"Z
COM2016-00151 Page 2 of 5
8) Existing roof deck shall be insulated to a minimum of R-38 if: The roof is un-insulated or existing insulation is removed to the level of the sheathing,
OR All insulation in the roof/ceiling was previously installed exterior to the sheathing or non-existent.
X �Y►,—>
9) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X __V �
10) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL
NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason
County Building Department prior to any further inspections being performed or approvals granted.
X
11) WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason
County is 85 MPH.
X
12) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and
the manufacturer's installation instructions.
A drip edge shall be provided at eaves and gables of shingle roofs. (IRC 2012 R905.2.8.5)
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13) A Class "A" roof assembly shall be installed and verified by manufacturer specifications during the inspection of this project.
X —,11--:;t
14) Any changes in construction shall be reviewed 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 reinspection fee, based on the current fee schedule, minimum one-hour will be charged and
collected by the Mason County Building Department prior to any further inspections being performed or approvals granted.
X _21 ' ,-;k'
15) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY
IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT
REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x`—W�
16) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements),
Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction.
X _Z/t/b_2
17) All property lines shall be clearly identified at the time of foundation inspection. X-ZS4__;1
18) All building permits shall have a final inspection performed and approved by the 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
X non-compliant with Mason County ordinances and building regulations.
19) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the
time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control
of the permit holder have prevented action from being taken. No more than one extension may be granted.
X permit
COM2016-00151 Page 3 of 5
20) 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.
X �—✓t
21) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOTADVERSLY AFFECT ANYADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING
SYSTEM OR ROAD WAY.
X
22) Means of egress doors shall be readily distinguishable from the adjacent construction and finishes such that the doors are easily recognizable as
doors. Egress doors shall be side-hinged unless specifically exempted in the International Building Code, Section 1008.1.2. Door hardware shall
allow egress doors to be readily open able from the egress side without the use of a key or special knowledge or effort.
X
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.
P ( 1 1 1
Signature Date
tAwn Lipw OWNER - REPRESENTATIVE - CONTRACTOR
Print Name (Circle one to indicate) - -
COM2016-00151 Page 4 of 5
W
VAK Construction Engineering Services, LLC
8285 SW Nimbus Avenue,Suite 104
Beaverton,Oregon 97008
503.718.5999 tei 503.718.5980 fax
�, mcooDer(&vakenaineerinp.com
M E M Q
TO: Mario Lipari, 2KG Contractors, Inc. Job# 16-190A
FROM: Marty Cooper P.E.,S.E. VAK Engineering
PROJECT: Hartstene Point Water District DATE: 1f512017
RE: Well Shed Design
It is our understanding that the ACI code allows special inspection for concrete placing to be omitted if
the total concrete volume is less the 50 cubic yards. The total concrete volume for this project is less
than 50 cubic yards,therefore the special inspection may be omitted.
Please feel free to contact us if you have questions regarding the above information.
1 s"t7
4`
42708�{
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Filename: 16-194A2 MEMO 1-5-17.doc Page 1 of
_"''o. MASON COUNTY COMMUNITY SERVICES
' ofl co .
PERMITASSISTANCE CENTER: Permit No:�
• BUILDING• PLANNING• FIRE MARSHAL Recv'd. +��
615 W. Alder St - Shelton, WA 98584
T J` Phone Shelton:(360)427-9670 ext. 352 Fax:(360)427-7798
18s4 Phone Belfair:(360)275-4467 Phone Elma:(360)482-5269 NfA 8 201P ,(eck
BUILDING PERMIT APPLICATION 61 Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION•
rylcu NAME:h(QrSTF/JE po>NT,F NAME:.2KCR (.'are r AC—# 4Jes .TNc.
MAILING ADDRESS:777z E. Ct%F5ApFAy,5 DR MAILING ADDRESS:g51-7 AiF' 1gS' DR,
CITY:SQE_4TaJ4 STATE: WA ZIP: S7 CITY:ARD AdlD STATE: Q,ZIP: 17,230
PHONE#I: 3G_b- q 7 -2q 13 PHONE:1`03-ygy-20Jo CELL: 1'03-313-30,g9
PIIONS#2: EMAIL : MAQ I a Q-2K6 ray r RACTa9_5 CGm
EMAIL: �M�' frlP Wart�� �>`�a s r o�� L&I RE #Q&,-9 --i-0o EXP. 1?/ / 7
--�
CONTACT PERSON : OWNER ❑ CONTRACTOR-S *OTHER/See Below ❑
*NAME:Ank t p L AQAR 1 MAILING ADDRES S: Af q 17 A16 6 T- Die
CITY: P*-11-AM!) STATE:_ZIP: 972 30 PHONE: TQ3-A/8q-2o;za CELL:i-eP-313-364T
EMAIL:AdQt0
PARCEL INFORMATION: ['l_, �1V1 Tl1d� C
PARCEL NUMBER(12 Digit Nwiiber) I !J ZONING'_R*R - 5
LEGAL DESCRIPTION(Abbt v ated) FIRE DISTRICTL- V
SITE ADDRESS_�(� e- d l L CITY J h,��TZJ tip
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S) GREATER THAN 14%: YES❑ N0**9
IS PROPERTY WITHIN 200 FT: n
(Check all that apply): A
SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑
TYPE OF WORK: NEW ❑ ADDITION-t ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Co rninegiCiAL
IS USE: PRIMARY ❑ SEASONAL ❑ NUMBER OF BEDROOMS �'r NUMBER OF BATHROOMS��
HEATED STRUCTURE? YES (Id,'hole B161y) ❑ YES (Part[s]of Bldg) ❑ NO ❑
DESCRIBE WORK A DD/Tler&5' Tc5 (2) WELL BU k D JA145
(Valuation lProject Bid Amount: ,$ 30,noo )
SQUARE FOOTAGE:
IST FLOOR0SO sq. ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft.
DECK sq. ft. COVERED DECK sq. ft. STORAGE sq. ft. OTHER sq. ft.
GARAGE sq. ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR
W TII BEDROOMS BATHS SERIAL NUMBER
OWNER acknowledges that 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 or owner's legal representative. 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 legal
representative, 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 CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42)
S• C's494e'?OR Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSIIA.L
PERMIT SPECIALISTS Intake: Approved&Ready for Pick-Up:
Visit us on-line: http://www.co.inason.wa.us/community_dev/ Rev. 112712016 by JBN
sox coo ._ MASON COUNTY COMMUNITY SERVICES
PERMITASSISTANCE CENTER; Permit No.
• BUILDING•PLANNING•FIRE MARSHAL
=` 615 W. Alder St-Shelton, WA 98584 R
-- -,, *Phone Shelton:(360)427-9670 ext 352 Fax:(360J427-77A8 1 �
Phone 8elfair. (360)2717-4467 Phone Elma:(360)482-526- tea' � G CJu
Ov *201k%ei
PLUMBING & MECHANICAL PERMIT APPLICAQ'! . , 40&reet
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: AwTsrnuc O%ijjT'F NAME2KCg
MAILING ADDRESS:772 E CNFSAPFAKE' L)g•, MAILING ADDRESS: 5+ 'H517 MF 18T Ev 1...
CITY:S'NJcr04 STATE:LAM ZIP:QgS" CTI'Y:FdRT1AAJ./Q STATE: OR ZIP: 723b
1-PHONE: 3(cQ 142-7-24113 PHONE:T03-497-.202d CELL:5 b3-313-304)5�
2nd PHONE: EMAIL : MARia 6_2K6 rmAj rPA r-T02-s.,®A-,,
EMAIL: 6rAte- HP wA-"k"ie'_SECJvK_co L&I REG#(,,>( EXP. fzl lzA:'7
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number): �1 L��� OCR �. O - Zoning. -5
LEGAL DESCRIPTION(Abbr ed):
SITE ADDRESS:zw C Y'U i►t, 2`J r l U L ,� CITY: . > j : 7j In
DIRECTIONS TO SITE ADDRESS:
TYPE OF JOB
NEW ADD ALT REPAIR OTHER USE OF BUILDING WELL
LOCATION OF FIXTURES/UNITS— 1 IT FLOOR 2ND FLOOR BASEMENT GARAGE OTHER
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL c 2\UNITS
Type of Fixture No. of Fixtur Fees Fuel Type:Electris' LPG Natural Gas Ductless_
Toilets Type of Unit No. of Units Fees
Bathroom Sink Furnace
Bath Tubs Heat Pump
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kitchen Sinks Wood/GasTellet Stove
Dishwasher Kitchen Exhaust Hood
Hose bibs Dryer Vent
Other Solar Panel
Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
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.
rg Applicant Date
X J%UG '56S-W EV Owner/Owners Re resentativ ontractor
Print Name (Circle one)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
Visit us on-line: http://www.co.masori.wa.us/community_dev/ Rev. !27/20 6 13N
i
z
NOILTREAST TO EAISTWG WWTR SITE(/t!E CHESAPFAI(E DR,SNELTON,WA BBaE1)
�AP%t0%INATELY i MILE)
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ALL SETBACKS ARE MEASURED d/
FROM THE FURTHEST
b r\ OI e2I� CASEINLET
V V l� PROJECTION OFT[TffWMG—// �
0
II (
/j RECEIVED
\,\ DEC 12 2016
---- � / � 8r Street t
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---------- !
AP�------ — `EXIST—M RVLOTALO—WLLIF
EOSTWG RESERVOIR DRIVEWAY TO RESERVOIR §k
I MASON C 0 U 147Y LDCD PLANNING ; s
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SITE PLAN REQLil)ED TO BE ON SITE
sauTNWNAIWT Y5W&LOGE
y1RPR0.YMtlTiYSl4ES, CHANGES SUS_':-CT TO APPROVAL Q
NOTE:TFSSSITEIENT TIONOMTCFOR THEPURPOSES
OFSNO WORIEMATON,DRIWNOACCESS.AND OVERALL SITE MAP -
REUTNESQEROCATIONSOFIXISONGINFRASTROOTORE NOT TOSGl
BY ° -- Date l 'M
--
Iot 1 2
GENERAL NOTES:
1. Member sizes shown are minimum required. Larger sections 10. Concrete foundations and slab shall have a 3,000 psi minimum
may be substituted with approval from VAK. compressive strength. Reinforcing shall be 60 ksi minimum
grade rebar.
2. All member spacings shown are maximums and may be reduced
U.N.O.. 11. Top plate shall be(2)2x6 stacked.Joints should be lapped with
(5)16d common wire nails on each side of the joint.The lap shall
- 3. All sawn lumber shown are s4s sizes and shall be DF-L#2 or be long enough to allow full nailing without wood splitting.
better.
4. Roof joist spacing shall be 2x12 @ 16"max o.c.. 12. Design Loads:
' Roof Live Load =20 PSF
I I I 5. Overhang joists shall be connected to main roof joists using Wind Loading
Simpson HUCQ310-SDS hangers installed per manufacturer's Risk Category =III
specifications. Exposure =C
Wind Speed =115 MPH
--�-1 6. Door headers shall be(2)2x6 wood members on flat. Topographic Factor(Kzt) =1.0
i I 1 Snow Loading
`A l 7. Plywood shall be placed with face grain normal to studs U.N.O. Fully Enclosed
I I j 9-� with thickness as noted.Plywood finish shall be per project Terrain =C
specifications. Importance Factor =1.1
Ground Snow Load =25 PSF
l I B 8. Nail spacing for roof diaphragm and shear walls shall be 8d box Seismic Loading
i 05 nails nails at 6" o.c..All other nail spacing should be such that Site Class =D
--�?' 12'-10" 4_ Existing Building _ no splitting of wood occurs. Importance Factor =1.25
Spectral Response(Sds) =0.925
_ 4 9. All concrete anchors shall be cast-in-place 112"0 Gr.36 or Risk Category =III
+ f'- .- I better galvanized steel threaded rod with double hex nut on Response Modification =7
f Existing Building A q-Well 2 West Wall N embedded end. Embedment depth shall be 6"minimum from top Overstrength Factor =2.5
of concrete to top of double hex nut. Anchors at wall bottom Allow.Ground Bearing =1500 PSF
plates shall be spaced a 32"o.c.maximum.Shear wall hold
< - -
_
downs shall be Simpson DTT2Z. 13. Design References.NDS for Wood Construction,2012 Edition
4_Well 1 East Wall � — � ASCE,7-10
IBC 2012
ACI 318-08,ASD
Chemical Feed Structure
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.
Chemical Feed Structure00 _ G�F.I►f!G#L �Ql9lAW(E/��
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1
02 Pool Storage Room
R- p
Well 1 Plan
01 Scale: 3/16"=1'-0" 42708
2 Well 2 Plan
Scale: 3/16"=1'-0" 9 A! 7
T1LS DRAWING(HARD COPY AND/OR ELECTRONIC FILE), VAK Construction Engineering Services, LLC 2KG CONTRACTORS INC.
0 INCLUDING THE PRINCIPLES OF DESIGN,IS THE
Hartstene Pointe Water Sewer District
PROPERTY OF THE ORIGINATOR OF THIS DOCUMENT �` 8285 SW Nimbus Avenue,Suite 104
AND 6 SUBMITTED WRH THE AGREEMENT THAT IT IS 1 Beaverton,Ore on 97008
Q NOT TO BE ALTERED.REPRODUCED,COPIED OR 9 Well Shed Design
m LOANED,IN PART OR WHOLE.IT Is NOT TO BE USED 503.718.5999 tel 503.718.5980 fax g
Know whan belm IN ANY WINNER THAT MAY BE A DETRIMENT TO IFS QII1 Y ♦ www.vakengineering.com Well 1 &2 Plan Views
nw„`�r ORIGINATOR.USE THIS ELECTRONIC FILE AT YOUR 7
{/ G,PG d�. OWN RISK WT NO LABILITY TO THE ORIGINATOR t
FOR ANY INACCURACIES OR INCOMPATIBILMES.SEE
J THE LATEST SIGNED ORIGINAL ALL DATA IS GRAPHICAL 1 Revised per Review CC 11/07/2016 MRC
Drawn BY Data Desgrer: CHMD BY s_. Oraw:rg NvrberR.
-
A NATURE I NO 6 FOR INFORMATION PURPOSES ONLY,
FROMDIMENSIONS.SLOPES,ELEVATIONS WERE DERIVED 0 Issued For Submittal TJU 1 011 812 01 6 MRC ^^--- CC 09/26/2016 SDG MRC AS NOTED 16-190A-01 1
FROM OTHER SOURCES.ACCEPTANCE OF THIS
Q DRAWING IS AN AGREEMENT TO THE ABOVE. SYM. REVISIONS Br DATE LMIc9
0
2 12'-10" 2
1 Roof See Roof See
08 04 3'-8" 8'-3 112" 04
10112"
Asphalt shingle to match existing roof
Roof slope to match existing roof
(2)2x6 (Flat) Dbl 2x6 Top Sill
Header Min. 1'-4"Typ.
2x6 @ 16"O.C.
1'-0"Overhang,Typ.
�
3'-2N Dbl 2x6 End
3'-0"x 6'-2"Custom o
E� Door(By Others) `�
v
r` F co
3
08 2x6 Sill
s.
Approximate Existing Graded t3PP `
Approximate
Existing Grade
8'-6 112"
1
09
1'-1 1/2"
A Well 1 Section 1 Well 1 Elevation Looking East 6
02 Scale: 1/4"=1'-0" 02 Scale: 1/4"=1'-0"
R OO
ONAL�
l7
3 THS DRUING(HARD COPY AND/OR ELECTRONIC FILE). VAK Construction Engineering Services, LLC 2KG CONTRACTORS INC.
INCLUDING THE PRINCIPLES OF DESIGN,IS THE
PROPERTY Of THE ORIGINATOR OF THIS DOCUMENT 8285 SW Nimbus Avenue,Suite 104
AMCcc IS SUBMITTED WITH THE AGREEMENT THAT IT IS �" Hartstene Pointe Water Sewer District
Q NOT TO BE ALTERED,REPRODUCED,COPIED OR Beaverton,Oregon 97008
o Well Shed Design
LOANED IN PART OR WHOLE.R 5 NOT TO BE USED 503.718.5999 tel 503.718.5980 fax g
IN ANY MANNER THAT MAY BE A DETRIMENT TO IrS ♦ www.vaken ineerin com Well 1 Section/Elevation
tD ORIGINATOR.USE THIS ELECTRONIC FILE AT YOUR 9 9'
OWN RISK WITH NO LIABILITY TO THE ORIGINATOR
FOR ANY INACCURACIES OR INCOMPATIBILITIES.SEE
W THE LATEST AGNED ORIGINAL All DATA IS GRAPHICAL 1 Revised per fRrivlew CC 77/07/2016 MRC j Drawn By Date. Desgner: CHK'D By scale Drewirg NA.roer. Rer
U- IN NATURE,AND IS FOR INFORMATION PURPOSES ONLY,
ALL DIMENSIONS,SLOPES,ELEVATIONS WERE DERIVED 0 Issued For Submmal TJJ 1011872016 MRC CC 09/26/2016 SDG MRC AS NOTED 16-190A-02 1 O FROM OTHER SOURCES.ACCEPTANCE OF THIS
UDRAWING IS AN AGREEMENT TO THE ABOVE. SYM REVISIONS BY DATE OHRD
12'-10"
1 1 Roof See 04
08 08
2
1'-4"Typ.Yp. Dbl 2x6 Top Sill
;�,,—
2 � �
Roof See } - 2x6 @ 16"O.C.
04
Dbl 2x6 Top Sill Dbl 2x6 End
c'7 N
N
�0 1'4"Typ. 2x6 @ 16"O.C.
n Dbl 2x6 End LLO
0 0
N N
I
2x6 Sill 2x6 Sill
^ate 'sf` '� r a�'v yt " 08
I.D.7'-6"
1
08 Typ. 09 8 09
1 Well 1 Elevation Looking South 2 Well 1 Elevation Looking West
03 Scale: 1/4"=1'-0" 03 SGale: 1/4"=1'-0"
. a
RhL.
3 THIS DRAWING(HARD COPY ADIOR ELECTRONIC FILE). VAK Construction Engineering Services, LLC 2KG CONTR CTORS INC.
INCLUDING THE PRINCIPLES OF DESIGN,IS THE
PROPERTY OF THE ORIGRNTOR OF THIS DOCUMENT 8285 SW Nimbus Avenue,Suite 104 Hartstene Pointe Water Sewer District
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0 THIS DRAWING(HARD COPY AND/OR ELECTRONIC FILE). VAK Construction Engineering Services, LLC 2KG CONTRACTORS INC.
INCLUDING THE PRINCIPLES OF DESIGN,IS THE
PROPERTY OF THE ORIGINATOR OF THIS DOCUMENT 8285 SW Nimbus Avenue,Suite 104
AND IS SUBMITTED WITH THE AGREEMENT THAT R IS Ore Hartstene Pointe Water Sewer District
Beaverton,
Q NOT TO BE ALTERED,REPRODUCED,COPIED OR ` Oregon 97008
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14 N ANY MANNER THAT MAY BE A DETRIMENT TO IYS jl\
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0 THIS DRAWING E P COP.AND/F DESIGN.
IS FILE, VAK Construction EngineeringServices, LLC
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Q NOT TO BE ALTERED.REPRODUCED,COPIED OR Beaverton,Oregon 97008
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AND IS SUBMInED WITH THE AGREEMENT THAT IT IS t` Hartstene Pointe Water Sewer District
NOT TO BE ALTERED,REPRODUCED,CONED OR ` Beaverton,Oregon 97008
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THIS DRAWING(HARD COPE AND/OR ELECTRONIC FILE). VAK Construction Engineering Services, LLC 2KG CONTRACTORS INC.
INCLUDING THE PRINCIPLES OF DESIGN,IS THE
C PROPERTY OF THE ORIGINATOR OF THIS DOCUMENT 8285 SW Nimbus Avenue,Suite 104 Hartstene Pointe Water Sewer District
o AND 6 SUBMITTED WITH 7HE AGREEMENT THAT R IS 1 Beaverton,Oregon 97008
p) NOT TO BE ALTERED,REPRODUCED,COPIED OR 9 Well Shed Design
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0 THIS DRAWING(HARD COPY AND/OR ELECTRONIC FIVE), VAK Construction Engineering Services, LLC 2KG CONTRACTORS INC.
INCLUDING THE PRINCIPLES OF DESIGN,IS THE
PROPERTY OF THE ORIGINATOR OF THIS DOCUMENT 8285 SW Nimbus Avenue,Suite 104 Hartstene Pointe Water Sewer District
S AND IS SUBMITTED WITH THE AGREEMENT THAT R IS Beaverton,Oregon 97008
QO NOT TO BE ALTERED,REPRODUCED,COPIED OR Well Shed
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J W NATURE.AND IS FOR INFORMATION PURPOSES ONLY, 4 Drawn By Dna: Desgner. CHMD Oy Seale. Oraw.q MnOer ev
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