HomeMy WebLinkAboutBLD2005-01268 Guest House - BLD Permit / Conditions - 9/8/2005 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Ir Shelton,WA 98584
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RESIDENTIAL BUILDING PERMIT BLD2005-01268
OWNER: WATERMARK ESTATE MNGMNT SERV., LLC RECEIVED: 7/27/2005
CONTRACTOR: KREKOW JENNINGS INC 206-625-0505 206-957-7633 LICENSE: KREDOJ11108Z EXP: ISSUED: 9/8/2005
SITE ADDRESS: 6999 E STATE ROUTE 106 UNION EXPIRES: 3/8/2006
PARCEL NUMBER: 322335000903
LEGAL DESCRIPTION: SUNNY BEACH TR 5 S OF R/W
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
GUEST HOUSE FROM UNION WA TAKE SR 106 EAST TO ALDERBROOK JSUT WEST ON
THE ALDERBROOK RESORT AND BEACH DRIVE
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: V-B
Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck:
Type of Work: NEW Fire Dist.: 6 No.of Stories: 1 Occ. Load: Building:860
Valuation: Building Height: 14 Occ. Status: Seasonal Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: S 182.0 Ft. Shoreline: 164.0 Ft. Water Body: HOOD CANAL
Model: Width: Ft. Rear: N 164.0 Ft. Slope: Ft. SEPA?: No
Shoreline Desi
Side 1: W 6,0 Ft. 9•: Urban
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Dishwasher 1 Fireplace 1 Plan Check Fee KS 7/27/2005 $454.84 S12005000
Kitchen Sink 1 Furnace<100K 1 Building State Fee MRG 8/16/2005 $4.50 Si2005000
Lavatories 3 Gas Outlets 2 Building Permit Fee MRG 8/16/2005 $699.75 S12005000
Showers 2 Ventilation Fan 3 Mechanical Fee MRG 8/16/2005 $106.75 Si2005000
Water Closets (Toilets) 2 Dryer Vent 1 Mechanical Base Fee MRG 8/16/2005 $23.50 Si200b000
Water Heaters 1 Plumbing Fee MRG 8/16/2005 $91.00 Si2005000
Bath Tubs 2 Plumbing Base Fee MRG 8/16/2005 $20.00 S12005000
Clothes Washer 1 EH Plan Review CEW 9/2/2005 $75.00 S12005000
Additional Plan Check Fee DLC 4/3/2006 $58.00 S22006000
Total $1,533.34
BLD2005-01268 Please referto the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
• BLD2005-01268
CONDITIONS FOR
BLD2005-01268
1) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulati , must be reviewed and approved by Mason County prior to construction.
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2) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers)shall obtain combustion
air from outside in accordance with the international codes.
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3) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
charged and shalLb.,Pcollected by the Building Department prior to any further inspections being performed or approvals granted.
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4) 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 b_ e_o2;pde prior to requesting additional inspections.
5) 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 non-compliant with
Mason County ordinances and building regulations.
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6) The internationnl 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.
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BLD2005-01268 Please referto the following pages for conditions of this permit. 2 of 4
7) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the
time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall
not be used until the final inspection has been performed and approved by a Mason County building inspector.
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8) 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.
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9) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
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 V approved documents will result in failure of required building inspections.
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10) All property lines shall be clearly identified at the time of foundation inspection. X
11) 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.
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12) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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13) The"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, then
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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14) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58,
Doors ((TyF/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10.
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15) The masonry fireplace shall be tested and labeled in accordance with procedures and criteria specified in the Washington State Building Code Standard
31-2. I RC 1004.1.2.
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BLD2005-01268 Please referto the following pages for conditions of this permit. 3 of 4
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 anytime 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. Proof of continuation of
work is by means of a progress inspection.The owneror the agent on the owners behalf,represents tha the information provided is accurate and grants employees of Mason County access to
the above described property and str a for view and i on.
OWN ER OR AGENT: DATE:
BLD2005-01268 Please referto the following pages for conditions of this permit. 4 of 4
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o CONCRETE MECHANICAL MANUFACTURED HOME
C) Footings 1 setbacks Date 3/17. ff t 11 y ► Ribbons
O Date By teas Piping Date By
N)
OOD Foundation Walls Date 3 / V-( By tol Set-up
Date By INSULATION Date By
8G 1 Slab insulation Floors FINAL INSPECTION
Date By Date 3 /5 rt By i lOk, Date By
FRAMING Wads FIRE DEPARTMENT
Date By Date By Date By
PLUMBING Attic OTHER
Date By
Groundwork
Date By WALLBOARD NAILING
hate By
D.W.Y
Date Z dT By tA)iL
-U
Water Line
FINAL INSPECTION
Date By Date a1 By Date By
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s Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments
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Gas Piping
o -rtenor Date By Interior-Date By Date By
rn �Cr erpr Date By Exterior-Date By ____ __._._____..__set D
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vy INSULATION X
Point Load J Isolated Footings Date By
BG nd By!SLAB INSULATION FIRE DEPARTMENT �rr _. N
Foundation Walls Floors Date By _ D
Late By Data By DECKS rn
FRAMING Walls Date By 9
Date By Data By PROPANE TANKS z
PLUMBING vault Date By
Date By OTHER z
Groundwork A
Type_ N
Date By Date By Date By M
D.W.V DRYWALL Type:
Int.Brace Wall Date By
Date By Date By FINAL INSPECTION v
Water Line Fire Seperation C
Date By Date By Data By p
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0 Type of Insp. Fail Date Date Done By Comments
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Request To Revise An Approved Plan
Permit Number: BLD200 6-- D/a Name
Parcel Number - - Phone Number daytime
Project Address Mailing Address
Please provide a complete detailed description of the proposed revisions to the approved plans:
217bLDS
Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No
Are the approved site plans included? ❑ Yes ❑ No
Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No
If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No
Is a stamped and signed approval included with this request? ❑ Yes ❑ No
(Note:No structural chanties to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.)
Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No
If Yes,Is a revised site plan,.with all new setback dimensions included with this request?
❑ Yes ❑ No
Additional Information:
Applicant's signature Date:
Office Use Only Received by.
Date Sent Assigned To Approved By Date
B. Original Valuation: $
3 Additional Valuation: $
P. Sq.Ft. x$ $
Sq.Ft. x$ $
E.H. GEW Total New Valuation $
Additional Fees:
rp-1w, Additional Planning Dept. $
Additional Plan Review $
New Setbacks: Front / Rear J Additional Building Permit $
Sidel. / Side2 / Additional Plumbing $
Additional Conditions/Comments: Additional Mechanical $
Additional E.H.Dept. $
Other $
Total Amount Due: $
Amount To Be Paid Up-Front$
Tart filial
PZAW SM W2212M
MASON COUNTY PERMIT NCr
BUILDING PERMIT APPLICATION
426 W. Cedar • P.O. Box 186, Shelton, WA 98584 } 7
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR IN ATIO
Owner 1/� ��1 r, Al It Company Name
Mailing-Address �i � �� I 22 Mailing Address
City State'�`A-- Zip Code W 3 City State Zip ode
0 Phon b 0 Other P
P hone Other Ph.
Lien/Title Holder Contractor1Reg. # 0,TTJS06j4 Exr).IL-1-M6
E mail address E Mail Address M I kemO kow1Crtn/n?(S, 011A
Drivers Lic. # DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect t New Se tic Exisling Septic
Connect to Water System Name of Water System
Well Water System Name of Water SystemL�stIT 1 -
PARCEL INFORMATION - 12 Digit_ _ Parcel No Fire District
Legal Description st - w 5 -- G-O C
Site Address (Plea include streettiame, street number and city) 2--
Di ections to site o Ob M D
0 V
Will timber be cut and sold in parcel pr ration? Yes/No
Is property within 200' of Saltwater Lake River/Creek Pond
Wetland Y Seasonal Runoff Stream Slopes or Bluff > 159/6
Is this permit submittal the result of a Stop Vyork Notice, Correction Notice or other enforcement action?YeqfNo
TYPE OF JOB - New d Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL
Use of Building& 1 Describ Work
No. of BedraQms —�- o. o Bathrooms` Square Footage- 1st Floor �— 2nd Floor
3rd Floor_ _Basement Deck Covered Deck Other- Sq. ft.
Garage _ _ Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make 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.
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 the contractor. I further declare that I am entitled to receive this
permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOONTINU OF WORK IS qY MEANS OF A PROGRESS INSPECTION.
XCk�,(,TvDate. 7 7--7 s
Owner Owners Represents ry /Contractor (indicate which one)
FOR OFFICIAL ND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW ApyflOVED DENIED NOTES
Building Department J F - 0U10
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
vvood i Gas i Peiiei Siove Fee JlatC ree
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
WSEC/ VIAQ Compliance Application
Owner: Telephone: Parcel#:
Type of project (Vf New Residence ( ) Addition ( ) Remodel
Total Sq. Ft. 1 S Floor:� 2" floor: Heated Basement:
of heated area:: 0 O
Heating System Type: O Electric wall heater O Electric Central Furnace LPG Furnace
O Heat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type:
O Other: Specify
Glazing Prescriptive Option see reverse side circle one: 1 II III
Percentage: Compliance Lt
Method Component Performance , Chapter 5— Calculation worksheets required
o/O Check one:
Systems analysis, Chapter 4
µ ole House Ventilation system µ Whole House Ventilation using a Heat
Ventilation using exhaust fans&window or wall fresh air
Recovery Ventilation System (v1AQ303.4.4)
System vents (VIAQ 303.4.1)
Check one
µ Whole House Ventilation Integrated µ Whole House Ventilation using an inline
with a Forced Air System (VIAQ 303.4.2) supply fan. VIAQ 303.4.3)
Window & Door Schedule (If needed, attach an additionalsheet)
Total
Manufacturer Room/location U-Factor Size Quantity Square Feet
Windows:
Windows: Total Sq. ft.
Doors:
Doors: Total Sq. Ft
Total window and door area
Total window& door area /(divided by)total sq.ft of heated area = %of glazing
. MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST
Owner's Name: Date: Reviewed By:
Documents: G�-1A0UZ--Q_
_Building Permit Application Completed
Planning Intake Checklist Completed,
_Site plan includes:Allowable buildingarea roof overhangs,s decks etc.
g , ,
_Fire Apparatus Access Road info required? Yes/No
Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace
O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type
O Other: Specify:
Mechanical/Plumbing Application-WATER HEATER FUEL TYPE
_Engineering? Yes No Snow load used: Seismic Zone(circle one): D1 or D2
_Geotechnical report or assessment?
Construction Plans:_3 COMPLETE SETS
Plans Legible _Recognized Scale _Elevation Views _Cross Section
_Foundation Plan _Roof Framing Plan _Floor Plan-Use of Rooms Noted
_Floor Framing Plan-all floor levels represented? Loft,crawlspace,etc.
_Deck Framing Plan,including covered.porch framing
Plan Details:
Roof framing details,truss lay-out may be needed
Wall Framing-Does bearing-wall height exceed 10'?(Engineering may be required)
Floor framing: Floor joists: ,Floor beams:
_Window headers: Typical header:
_Foundation:footing size,rbinforcement
Concrete Walls-Does Concrete Wall Height Exceed 9'?(Engineering may be required)
Landings at all exits? Less than 30"above grade? Y / N
_Heated By Furnace-Location of Furnace
_Fireplace/Stove Information Shown-Fuel Type?
_Window Sizes Marked on Plans
_ 2-Story Garage? (Engineering may be required) R602.10.1, 1$`story of a two-story D1-45%,D2—55%
Braced wall panels(shear walls)marked on plans or lateral engineering? (Plans may not be approved if not provided.)
COMMENTS:
IRREGULAR BUILDINGS(Irregular Shape)R301.2.2.2.2
Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be
considered to be irregular when one or more of the following conditions occur:
1)Exterior braced wall line or BWP cantilevered or offset by more than 4'
2)Roof or floor is not laterally supported on all edges
2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line.
3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension.
5)Portions of floor level are offset vertically
6)Shear wall lines do not occur in two perpendicular directions.
7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys, and veneer).
When this applies the entire story shall be designed.In accordance with accepted engineering practice.
2003 IRC Plans submittal checklist simplified/WORD
• :REQUIRED BRACED
WALL PANEL
REQUIRED BRACED
OUT OF PLANE - WALL PANEL
OFFSETIN _ _
EXTERIOR BRACED -- —
------------ — -------- --
WALL PANELS I ❑❑El ❑
------- -- -----
SECTION VIEW SECTION VIEW
I II I I I
Figure R3012.9 9 (1) I I I I
BRACED WALL PANELS OUT OF PLANE
MORE THAN 1 FT MORE THAN,FT
EXTERIOR ELEVATION EXTERIOR ISOMETRIC
For SI:1 foot.304.8 mm. Figure R301.2.2.2.2(5)
j 4 FT WITH 2 x 12 BRACED WALL PANEL EXTENSION OVER OPENING
CANTILEVER/SET MORE THAN B212
BACK SHALL ONLY IS IRREGULAR ----
SUPPORT ROOF
AND WALL WEIGHT I I I I I J I
SECTIONTHRUCANTILEVER 4FTWITH2x12 SECTIONTHRUSETBACK LL======�L=======JJ 1 LL—====JL=======J-j
�----►�MORE THAN B1/2 I
For SI:1 io6=25.4 mqt,1 foot-304.8—. IS IRREGULAR
Figure R301.2.2.2.2(2)
PLAN VIEW PLAN VIEW
BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
Figure 8301.2.2.2.2(6)
OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
rr—=____SF-____
i t i I I I FLOOR JOISTS CANNOT BE
TIED DIRECTLY TOGETHER FLOOR JOISTS CANNOT BE
TIED DIRECTLY TOGETHER
II II II II
it a I� it
DASHED LINE INDICATES u
BRACED WALL LINE BELOW
THERE IS NO BRACED
PLAN VIEW WALL LINE ON THIS EDGE
OF THE ROOF SECTION VIEW SECTION VIEW
Figure R301.22.2.2(3)
FLOOR OR ROOF NOT SUPPORTED ALL EDGES Figure R3012222(7)
PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
BRACED WALL LINES ARE
rr==___��_____., NOT PERPENDICULAR
11 II II — -----------�,
L-------Ji
� u I
J
L------ I
ROOF OR FLOOR SHALL BE PERMITTED
TO EXTEND UP TO 6 FEET BEYOND THE --------„--------J
BRACED WALL LINE NO BRACED WALL PANEL ABOVE --------------------J
PERMITTED AT THIS LOCATION
PLAN VIEW PLAN VIEW
For SI:1 foot=3D4.8 mm. Figure R301222.2(4) FiguBRACED WALL LINES R3 NOT PERPENDICULAR
ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE .
Evereff Office
1 yIAYES TESTING ENGINEERS, INC. 917-134 h Street SW
Suite A•1
Everett.WA98204
ph 425.742.9360
tax 425.745.1737
Tacoma Office
10029 S.Tacoma Way
March 13th, 2007 Suite E-2
Tacoma,WA 98499
ph 253.584.3720
tax 253.584.3707
Mason County Building Department Portland Office
PO Box 186 7911 NE 33rd Drive
Shelton, WA 98584 suite's0
Portland.OR 97211
ph 503.281.7515
Attn: Building Official fax 503.281.7579
FINAL LETTER
Re: Union Residence "Guest House" Permit#BLD200501268
6999 East SR 106
Union, WA
MTE Project No. T5265
Gentlemen,
This is to inform you that registered special inspections have been completed for this project as
per our reports, copies of which have been sent to you.
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
Special inspection was provided for:
1)Augercast Piling
2)Reinforced Concrete
3)Epoxy Dowel/Anchor
4)Lateral Wood Framing
5)Structural Masonry
We trust that this provides you with the information, which you require. Should you have any
questions give us a call.
Sincerely,
MAYES TESTING ENGINEERS, INC.
J'
Timothy G. erle, P.E_
Branch Manager
Cc: Steven Haluschak, Magnusson Klemencic Associates—John Mrozek, Olson Sundberg
Kundig Allen Architects—Mike Monda, Krekow Jennings—Tom Chiado, Watermark Estate
Management Serices.
Everett Office
MAYES TESTING ENGINEERS, INC. RECEIVED 91
Suite 4th Street SW
Suite A-1
Everett,WA 98204
FEB 2 7 2007 ph 425.742.9360
fax 425.745.1737
MTE NO: T5265 426 W: CEDAR ST. Tacoma Office
PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way
Address: 6999 East SR 106 Suite E-2
PERMIT NO: BLD200501270 Tacoma,w s6ass
Nl �,
ph 253.584.3720
fax 253.584.3707
Page 67 Portland Office
7911 NE 33rd Drive
Suite 190
Owner: -- Portland,OR 97211
Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515
Engineer: Magnusson Klemencic Associates L Je(S fax 503.281.7579
Contractor: Krekow Jennings, Inc. ► 00"'e
Date: 7 13Weather: Cloudy
�
Inspection: Reinforced Concrete and Epoxy
Samples: (4) 6 x 12" 012&8
MTE inspector arrived on site for reinforced concrete special inspection and epoxy inspection.
Resteel for the northwest sound wall and electrical pads was inspected for grade, size, placement
and clearances. All resteel was per plans and specifications. Approximately 14 cubic yards of
Miles Sand and Gravel Concrete Mix# 02650 was placed by chute for the footing and electrical
pads. The concrete was mechanically consolidated. One set of (4) 6 x 12" cylinders were cast for
laboratory analysis.
Epoxy bolt installation for the floor angle supports at the 1st floor guesthouse and the 2no floor
exterior deck beach house fireplaces was inspected. Holes size, depth and cleanliness were
verified. Epoxy injection and bolt installation was per plans and specifications and the
manufacturers recommendations Power Fast, expiration date 08/08, lot#06243012LC was used.
To the best of our knowledge, items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Steve Blaney
Reviewed by: 404`9
Dennis Sanborn, Branch Manager
cc. Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike
Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County
RECEIVED
MA YES Everett Office
TESTING ENGINEERS, IN(�{aR 0 9 1U�1 917-134th Street SW
Suite A-1
4 Everett,WA s82oa
26 W. CEDAR ST•
ph 425.742.9360
MTE NO: T5265 fax 425.745.1737
Tacoma Office
PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way
Address: 6999 East SR 106 Suite E-2
PERMIT NO: BLD200501270 Tacoma,WA 98499
/ ph 253.584.3720
V tax 253.584.3707
Page 69 �S Portland Office
;% 7911 NE 33rd Drive
Owner: -- Suite 190
U Portland,OR 97211
Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515
fax 503.281.7579
Engineer: Magnusson Klemencic Associates
Contractor: Krekow Jennings, Inc.
Date: 2-25-07
Weather: Cloudy
Inspection: Nailing
Samples: N/A
MTE inspector arrived on site and inspected roof sheathing nailing at a guesthouse. ailing of
sheathing over car decking of the north end of the guesthouse was per p a spe fications.
To the best of our knowledge, items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Steve Blaney
Reviewed by:
Dennis Sanborn, Branch Manager
cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike
Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County
Everett Office
MAYES TESTING ENGINEERS, INC. RECEIVED 917-134th Street SW
r .
Suite A-1
Everett,WA 982
U 6 2001 ph 425.742.936004
fax 425.745.1737
MTE NO: T5265 426 M/• CEDA►Z ST• Tacoma Office
PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way
Address: 6999 East SR 106 Suite E-2
Tacoma,WA 98499
PERMIT NO: BLD200501270 C) ph 253.584.3720
fax 253.584.3707
Page 68 Portland Office
7911 NE 33rd Drive
Owner: -- Suite 190
Portland,OR 97211
Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515
Engineer: Magnusson Klemencic Associates fax 503.281.7579
Contractor: Krekow Jennings, Inc. S S
Date: 2-23-07
Weather: Clouds with Snow �p
Inspection: Sample Pick Up \
Samples: N/A
MTE inspector traveled to job site and picked up one set of(4) 6 x 12" concrete strength
verification test samples and transported them back to the lab for curing and testing.
To the best of our knowledge, items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Mark Gordon
Reviewed by: 1�
ennis Sanborn, Br ch Manager
cc: Steven Haluschak—Magnusson Klemencicn Associates,Jot i Mrozek—Olson Sundberg Kundig Allen Architects, Mike
Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County
i
MAYESTESTING ENGINEERS, INC Tac o
maacoma Way
Suite E-2
Tacoma WA 98499
ph 253 584.3720
CONCRETE LABORATORY TEST REPORT fax 253 584 3707
Project Name. Union Residence Beach House Project No: T5265
Site Address: 6999 East SR 106 Issued on: 03/01/07
Union, WA Sample Se . 3054
Client: Watermark Estate Management Services, LLC Permit (s): Beach House- BL
Engineer: Magnusson Klemencic Associates Original: Cabin BLD2006-00
Revised: OPS - COM2006-0
Contractor: Krekow Jennings, Inc. BLD2005-01269
FIELD DATA
ASTM C31 and C172
Air Temperature: 45°F
Weather: Cloudy Actual Mix Proportions:
Product: Concrete Ingredient Weight(per cu.yd)
Supplier: Miles Cement--Type I & II 609.0 Ibs
Ticket Number: 18224 Coarse Aggregate 1,833.0 Ibs
MixDesign ID : 02650 Fine Aggregate 1,394.0 Ibs
Sample Temp. Inllal Storage Te rn p.—I En Water 243.0 Ibstrained Air WRA 18.0 oz
(ASTM C1064) (ASTM C31) (ASTM C231)
60OF NR NR
Water/Cement Ratio:' [Slump(ASTM C143) ' Sample(s) Rec'd: '
0.399 5.5" 02/23/07 Required Strength: (fc)
Placement Location and Notes:1 4000 psi @ 28 days
Placed at sound wall footing northwest side of tunnel and electrical pads. Sampled at west end of sound wall footing
center of 9 of 14 cubic yards placed.
COMPRESSION TEST RESULTS
(ASTM C39,C1231, and C617 when applicable)
Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type
02/22/07 0029 [ 1036 03/01/07 6 x 12 �60355 5.9� 28.18 F 5690 L NA
02/22/07 0029 1037 03/22/07 28 6 x 12 �� 0.0 0 0.00 �� NA
02/22/07 0029 1038 03/22/07 EzU 6 x 12 0.00 q "
[02/22/07 0029 1039 03/ZZ07 28 6 x 12 0.00 0.00 [- t L_NA
Remarks:
Inspector(s): Blaney, S. Reviewe y:
Tested by: Harlin, S. Dennis Sanborn
Branch Manager
NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std.
All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature"
Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc.
MTE 1050-1 C,Rev 2,10/18/
Everett Office
MAYES TESTING ENGINEERS, INC. 917-134 h Street SW
Suite A-1
n=s'' Everett, WA 98204
ph 425.742.9360
fax 425.745.1737
MTE NO: T5265 Tacoma Office
PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way
Address: 6999 East SR 106 Suite E-2
PERMIT NO: BLD200501270 Tacoma,WA seas
ph 253.584.3720
fax 253.584.3707
Page 70 Portland Office
7911 NE 33rd Drive
Suite 190
Owner: -- Portland,OR 97211
Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515
Engineer: Magnusson Klemencic Associates fax 503.281.7579
Contractor: Krekow Jennings, Inc.
Gt>esT- �tovs �
Date: 3-5-07
Weather: Cloudy
Inspection: Epoxy
Samples: N/A
MTE inspector arrived on site for epoxy inspection. Verified cleaning, hole size and depth for bolts
on the chimney at the guest house. Epoxy injection, bolts for the angle support on the roof side of
the guest house chimney was per plans, specifications and manufacturers recommendations
(Power Fast, expiration date 08/08, lot#06243012LC).
To the best of our knowledge, items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Steve Blaney
Reviewed by:
Dennis Sanborn, Branch Manager
cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike
Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County
MAYES Everett Office
TESTING ENGINEERS, INC. 917-134th Street SW
-- — ':T'1 •. Suite A-1
—— Everett, WA 98204
ph 425.742.9360
MTE NO: T5265 fax 425.745.1737
Tacoma Office
PROJECT: UNION RESIDENCE BEACH HOUSE 10029 s.Tacoma Way
Address: 6999 East SR 106 suite E-2
PERMIT NO: Tacoma,WA 98499
ph 253.584.3720
fax 253.584.3707
Page 61 Portland Office
7911 NE 33rd Drive
Owner: -- suite 190
Portland,OR 97211
Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515
Engineer: Magnusson Klemencic Associates fax 503.281.7579
Contractor: Krekow Jennings, Inc.
Date: 2-7-07 vUE'S7'
Weather: Overcast
Inspection: Lateral Wood
Samples: N/A
MTE inspector arrived on site as requested this day for special inspection of lateral wood
nailing.
Upon arrival, David of Krekow, provided plans for review of structural wood construction for
guest house. MTE visually inspected bracing shown on 3/S5.01 at grid 3,A-B and also roof
sheeting and car deck tongue and groove material nailing at grids 3-4,A-B. A preliminary walk
through was also done of exterior walls, which are still in progress with blocking at panel edges
and some field nailing being done. One PHD2 at grid 3.75,A was installed with a 5/8" anchor
bolt using Simpson AT epoxy with an expiration of 03/07. MTE verified hole size, embed and
cleanliness prior to epoxy use. Work was done per RFI #59. No deficiencies were noted.
Angle ledger 4X4X1/4" at floor level around outside fireplace for support of river rock at main
level was installed with '/2" anchors using Powers FastSet epoxy, expiration 06/08. MTE verified
hole size, depth and cleanliness. No deficiencies noted
To the best of our knowledge, items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Jaimie Gordon
Reviewed by: '��I
Dennis Sanborn, Branch Manager
cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike
Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County