HomeMy WebLinkAboutCOM2014-00118 Foundation - BLD Permit / Conditions - 5/8/2015 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line (360)427-7262
Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670, ext. 352
Shelton, WA 98584
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COMMERCIAL BUILDING PERMIT COM2014-00118
OWNER: NORTH MASON SCHOOL DISTRICT RECEIVED: 8/15/2014
CONTRACTOR: LICENSE: EXP: ISSUED: 8/19/2014
SITE ADDRESS: 90 E NORTH MASON SCHOOL RD BELFAIR EXPIRES: 2/19/2015
PARCEL NUMBER: 122082260000
LEGAL DESCRIPTION: NW NW EX VACATED PART OF LAKEWOOD PLAT K
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
FOUNDATION ONLY, North Mason High School
COM2014-00045
General Information Construction&Occupancy Information
No. of Units: Type of Constr.:
Type of Use: HIGH SCHOOL Insp.Area: No. of Bathrooms: Occ. Group: E
Type Work: NEW Fire Dist.: 2 No. of Stories: Exit Design. Load:
Valuation:
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.:
Side 1: Ft. SEPA?: Comp. Plan Desig.:
Side 2: Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?:
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2014-00118 Please refer to the following pages for conditions of this permit. Page 1 of 6
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Total
CASE NOTES FOR
COM2014-00118
CONDITIONS FOR
COM2014-00118
1) This permit is approved to construct the foundation and install underground plumbing related to the construction of the high school associated with
Mason County building permit COM2014-00045. Work other than foundation and underground plumbing may not be started or inspected until
permit number COM2014-00045 is issued.
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2) Con r or 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
3) All approved plans are Ired 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
4) Owner/Agent is responsible to post the assigned address and/or purchase and post private roa signs in accordance with Mason County Title
14.28.
X
5) TH ATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X
6) The(appraybd 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
COM2014-00118 Page 2 of 6
7) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete
foundation In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000.
X r
8) ComplicIme with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an
authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would
make a determination of compliance impossible.
Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water
plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final
permit approva, Copies of all special inspection reports shall be made available at time of inspection.
X
9) In ad w the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ
one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by
the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17.
UNLESS SPECIFIED OTHERWISE, SPECIAL INSPECTIONS RELATED TO THE FOUNDATION ONLY PERMIT SHALL BE PERFORMED BY
AN AUTHORIZED SPECIAL INSPECTOR OR AGENCY CERTIFIED BY W.A.B.O. IN ACCORDANCE WITH SPECIFICATIONS LISTED IN
SHEET S1.03.
IN ADDITION WEEKLY STRUCTURAL OBSERVATION INSPECTIONS SHALL BE PERFORMED BY THE ENGINEER IN RESPONSIBLE
CHARGE.
SPECIAL INSPECTIONS SHALL INCLUDE THE FOLLOWING:
• SOILS/COMPACTION REPORT PREPARED BY THE SOILS ENGINEER
• CONCRETE TESTING REPORTS
" FOUNDATION REINFORCEMENT, FOOTING AND BOLT PLACEMENT
* UNDERGROUND PLUMBING INSTALLATION AND TESTING, PREPARED BY BCE
Weekly structural observation reports and periodic special inspection reports, prepared by the authorized special inspector or engineer shall be
submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 (email to: DLC@co.mason.wa.us). Copies of
inspection reports shall also be available for inspection.
X
10) A h s 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.
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11) ALL CONdRUCTION 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 �
COM2014-00118 Page 3 of 6
12) The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency (ORCAA).
It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing materials have
been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the
owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623
www.orcaa.org
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13) Change 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.
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14) CONS CTION 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.
X
15) All bull 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 County ordinances and building regulations.
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16) All perm xpire 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 t prevented action from being taken. No more than one extension may be granted.
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17) An ins performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior
to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical report or assessment
recommendations.
In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall be
required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnical report or assessment
recommendations.
Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and
available for inspection.
X
18) In with the 2012 International Energy Conservation Code as amended by Washington State, R-10 (or beeter) insulation shall be
installed around the perimeter of unheated or heated slab-on-grade floors (ref C402.2./Table C402.2).
COM2014-00118 Page 4 of 6
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.
S i g n a t Date
O_f L 1� -L�C,►J OWNER - REPRESENTATIVE - CONTRACTOR
Print Name (Circle one o indicate)
COM2014-00118 Page 5 of 6
sor mot,
�► '"�, MASON COUNTY PERMIT NO.
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING•FIRE MARSHAL
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
l Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352
fast PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352
BUILDING PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: North Mason School District NAME: Babbit Neuman Construction Co
MAILING ADDRESS: 71 E.Campus Dr. MAILING ADDRESS: Po Box 881040
CITY: Belfair STATE: WA ZIP: 98528 CITY: Steilacoom STATE: WA ZIP: 98388
PHONE: (360)277-2300 CELL: PHONE: (253)584-7335 CELL: (253)405-6896
EMAIL: drosenbach@northmasonschools.org EMAIL : scottb@babbitneuman com
L&I REG# BNCCI•*012K8 EXP. 05 04 2015
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) see attached sheet for Project information FIRE DISTRICT 3
LEGAL DESCRIPTION(ABBREVIATED): see attached sheet for Project information j
SITE ADDRESS e attached sheet for Project information CITY Belfair
DIRECTIONS SITE ADDRESS South side of Belfair at intersection Hwy 3 and 302
1S PROPERTY WITHIN 200 FT:
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES X❑ NO❑
TYPE OF JOB: NEW x❑ ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) New High School
IS USE: PRIMARY ❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
DESCRIBE WORK Application for foundation and underground mechanical(no ductwork or HVAC)for new High School
�m2o�4Y 5—
SQUARE FOOTAGE:
1 ST FLOOR 80,437 sq.ft. 2ND FLOOR 38.179 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
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
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 irlwection. This perm pplication becomes null&void if work or authorized construction is not commenced within 180
days or if tr ction work spended r a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF
INSP CTJ ITY P IT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X ��C(/ August 15,2014
Signa e of A licant Date
X Wayne erch,Erickson McGovern Architects OWNER REPRESENTATIVE CONTRACTOR
Print Name E)
DEPARTMENTAL REVIEW APPROVED APPROVEDI DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT I q
PLANNING DEPARTMENJ,
FIRE MARSHAL
i
FEE'S TOTAL VALUATION:
BUILDING PERMIT FEE FIRE ACCESS AND GRADE
PLAN REVIEW GEO-TECH REVIEW
PLUMBING&BASE FEE STORMWATER REVIEW
MECHANICAL&BASE FEE TOTAL FEES
WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE
PLANNING REVIEW FEE VIOLATION FEE
I
PROJECT INFORMATION
SITE ADDRESS ZONING
150 E NORTH MASON SCHOOL ROAD RR 10-RURAL RESIDENTIAL 10
BELFAIR,WA 98528
PARCEL NUMBERS CODES
12207 11 60010 ( 670 ACRES) 2012 INTERNATIONAL BUILDING CODE W/WASHINGTON STATE
12208 22 60000 (4136 ACRES) AMENDMENTS
08 23 60010 (10.00 ACRES)
12208 23 60000 (20.05 ACRES) 2012 INTERNATIONAL FIRE CODE
12208 24 00000(40.00 ACRES) 2012 INTERNATIONAL MECHANICAL CODE
12208 53 02016 ( 0.14 ACRES)
CAMPUS AREA 2012 UNIFORM PLUMBING CODE
120.25 ACRES 2012 WSEC
5,234,090 SF
BARRIER FREE-INTERNATIONAL CODE COUNCIL-ANSI STANDARD
117.1
LEGAL DESCRIPTION
PARCEL 12208 22 60000:
LOTS 1 TO 8, LOTS 13 TO 20,AND LOTS 23 TO 28,ALL INCLUSIVE, BLOCK 1;
LOTS 6 TO 15 AND LOTS 18 TO 56,ALL INCLUSIVE, BLOCK 2;
LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 3;
LOTS 1 TO 56, BOTH INCLUSIVE,BLOCK 4;
LOTS 1 TO 56,ALL INCLUSIVE,BLOCK 5;
LOTS 1 TO 56,ALL INCLUSIVE,BLOCK 6;
LOTS 7 TO 22, BOTH INCLUSIVE, BLOCK 7;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 8;
LOTS 1 TO 12 AND LOTS 14 TO 45,ALL INCLUSIVE, BLOCK 9;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 10;
LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 1 1;
LOTS 1 TO 45, BOTH INCLUSIVE,BLOCK 12;
ALL IN THE PLAT OF LAKEWOOD PLAT"K",VOLUME 2 OF PLATS, PAGE 35,RECORDS OF MASON COUNTY,
WASHINGTON.
TOGETHER WITH ALL VACATED STREETS IN SAID PLAT WHICH ATTACHED THERETO BY OPERATION OF LAW
UPON THEIR VACATIONS.
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO MASON COUNTY,WASHINGTON,A
MUNICIPAL CORPORATION,IN DEED RECORDED AUGUST 29, 1967,AUDITOR'S FILE NO.228785.
PARCEL 12208 23 60010:
ALL THAT PORTION OF THE NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW'/.) OF THE NORTHWEST QUARTER
(NW 'A) OF SECTION 8,TOWNSHIP 22 NORTH, RANGE 1 WEST,W.M. LYING EASTERLY OF THE EASTERLY
RIGHT-OF-WAY LINE OF STATE ROUTE 3.
EXCEPTING THEREFROM THAT PORTION THEREOF PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW'/.) OF THE
NORTHWEST QUARTER (NW'/.);
THENCE NORTH 0°41'54" EAST,ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER (SW'/.) OF THE
NORTHWEST QUARTER (NW'/.),95.00 FEET;
THENCE SOUTHEASTERLY TO A POINT ON THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST
QUARTER (SW'/.) OF THE NORTHWEST QUARTER (NW 'h),SAID POINT BEING 95.00 FEET EASTERLY OF THE POINT
OF BEGINNING:
THENCE WESTERLY,ALONG THE SOUTH LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW'/.) OF
THE NORTHWEST QUARTER (NW'/.),95.00 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH ALL THAT PORTION OF THE SOUTHEAST QUARTER (SE'/4) OF THE NORTHEAST QUARTER (NE
'/h) OF SECTION 7,TOWNSHIP 22 NORTH, RANGE 1 WEST,W.M.,PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER (SE V.) OF THE NORTHEAST QUARTER
(NE'h);THENCE SOUTH, ALONG THE EAST LINE THEREOF,95.00 FEET;
THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER (SE'/.) OF THE
NORTHEAST QUARTER (NE'/,) WHICH IS 95.00 FEET WESTERLY OF THE THE POINT OF BEGINNING;
THENCE EASTERLY,ALONG SAID NORTH LINE,95.00 FEET TO THE POINT OF BEGINNING.
Page 1 of 1
Debbera Coker-RE: North Mason High School foundation only
From: Wayne Lerch <wayne@ericksonmcgovern.com>
To: Debbera Coker<dlc@co.mason.wa.us>
Date: 8/15/2014 11:09 AM
Subject: RE:North Mason High School foundation only
CC: Wade Jensen<wade@ericksonmcgovern.com>, Ray Mow<ray@ericksonmcgovern.c...
Attachments: nmhs project info.pdf; Signed application form for theunderground and foundation permit for the North Mason
High School.pdf
Attached is the signed application form for the underground and foundation permit for the North Mason High School.
We will be delivering pertinent drawings,specifications,and a letter from our PE mechanical engineer Monday morning as we discussed.
We thank for your assistance this morning and look forward to working with you.When we drop off the documents Monday morning,
hope you might be available for a quick meeting to discuss how we can make the process easier for your review for the actual building
permit.
Have a good weekend. We will get through this,don't stress out.
Wayne Lerch, AiA,cEFP1
Principal/ Architect
P:253.531.0206 F:253.531.9197
ERICKSON•MCGOVERN
This email is confidential and may not be disseminated_
From: Debbera Coker [mailto:dlc@co.mason.wa.us]
Sent: Friday,August 15, 2014 9:45 AM
To: Wayne Lerch
Subject: North Mason High School foundation only
Here is a link to the building permit application form on our website:
http://www.co.mason.wa.us/forms/Community_Dev/building permitapp.PDF
Please email the completed application and email to me ASAP. When received I will create a case for the foundation only. Our office will
need at least 24-hours to complete the permit review and be ready to issue. No fees will be collected for the foundation only permit. The
fee for the foundation only permit is included with the school permit.
0 66era Coker
Mason County Building Department
Building Inspector IV/Code Enforcement
Phone: (360)427-9670 ext 510
FAX: (360)427-7798
E-Mail: DLC(cDco.mason.wa.us
426 West Cedar Street
Shelton,WA 98584
file:///C:/Users/Dlc/AppData/Local/Temp/XPgrpwise/53EDEA70Masonmail10017035701285791/GW_0... 8/15/2014
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F65154
CLIENT North Mason School District DATE 05/08/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00118
Belfair WA 98528
Inspection Information:
Inspection Date: 05/08/2015 Time Onsite: 12:30 PM Weather Conditions: sunny 65*F
Inspection Performed: Nailing Y
Comments:
MTC on-site as requested to inspect the nailing at the locations noted below.MTC verified sheathing thickness and ratings,fastener size,
spacing and locations.At this time,MTC observed that the nailing noted below was observed to comply with the approved specifications
and plans dated 08-OS-14.
e completion of the nailing of shear wall 2B at grid lines(B.5 to C,2)at the first floor per sheet S2.02,the shear wall schedule detail
6 on sheet S4.00,and the holddown schedule detail 7 on sheet S4.01.At this time,MTC notes that the seismic hardware still needs to be
installed at the top plate per detail 6 on sheet S4.00.
The completion of the nailing for the 2x6 wall at grid lines(A,3-4)at the first floor to the lower roof per sheet S2.02,detail 8 on sheet
S3.01,and the general structural notes.MTC notes that this wall was not detailed as a shear wall per sheet S2.02.
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F65338
CLIENT North Mason School District DATE 05/18/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00118
Belfair WA 98528
Inspection Information:
Inspection Date: 05/18/2015 Time Onsite: 08:00 AM Weather Conditions: Showers,Es, *F.
Inspection Performed: Nailing
Report Profile:
®Needs Engineer's Approval
Comments: Sheet(s):S1.00,S1.02,S1.03,S2.05,S2.09
Detail(s):GN/S1.00,S1.02,S1.03;6/S5.04;21/S6.00
Location(s):Supported Cantilever Framing at D.8/North of 1-Line to 1.7(approx.)
Level(s)/Elevation(s):Foundation to Low Roof/See Drawings
Type of Inspection:Lateral Wood(Periodic Inspection)
Performed periodic special inspection of the Lateral Wood Framing&Hardware installation at the areas noted above.
Per 6/S5.04:2x10 Studs @ 16"o.c.,6x6 blocking w/A34 each end top&bot.,TS12 @ 32"o.c.at bottom and cont.2x10 bott.plate
Per 21/S6.00:2x10 Cont.top plate.A35s each side of studs,TS12 @ 32"o.c.(ON FULL HEIGHT STUDS ONLY.CRIPPLE STUDS HAD
SOLID GLU-LAM ON OPPOSITE SIDE OF WALL.)
NOTE:DETAIL 21/S6.00 SHOWS THE TS12 @ 32"o.c AND ATTACHED TO THE TOP OF THE GLU-LAM.NEED
CONFIRMATION FROM DESIGN ENGINEER THAT IN-FIELD CONDITION IS ACCEPTABLE.
To the best of my knowledge,all nailing patterns were in conformance with the approved project specifications and plans dated 08/05/14,
Conformed Set,pending acceptance of in-field condition.
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UPLOADED:05/18/2015 12:50:00 UPLOADED: 05/18/2015 12:51:00
REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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New North Mason High School - PO 20001400011 - 14KO38 - Proprietary Anchors: Report
#P12361
CLIENT North Mason School District DATE 05/05/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00118
Belfair WA 98528
Inspection Information: _
Inspection Date: 05/05/2015 Time Onsite: 12:00 pm artly Weather Conditions: P Cloudy,SOs F.
Inspection Performed: Proprietary Anchors � ��
Field Data:
Base Material:
®Concrete ®Un-cracked
Thickness in inches: 11-16 Specified Compressive Strength in psi: 3,000
Hole Data in inches:
Depth: Edge Distance: /A End Distance: '12 Diameter: .75 Spacing: /A
®Clean O Drilled O Cored
Mechanical Anchor Data:
Type: ���
Length in inches: Diameter in inches: Torque(Ft.lbs.): = ❑ Setting Tool Present
Adhesive Anchor Data:
Product Name: Sim song Batch#: 37754985
Location: ox Threaded Rods At Sill Plate 2B.6-D.8,B.5/1-2,1/B.5-D.8,D.8/1-2. Exp.Date/Shelf Life: 9/9/16_ =
Number of anchors: 28_ Anchor Length in Inches:[12 :—] Anchor Diameter in Inches: .50 .
® Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report(ER-2508)
Reason for Inspection:
Shown on plans or specs ® Intentionally omitted during original placement
❑ Re-inspection* ❑ Needs Engineer's review and acceptance*
®Threaded Rod ®Holes properly cleaned prior to epoxy installation
Remarks:
Sheets:S1.00,S1.01,S2.02.S4.01
Details:S4.01/7
Locations:Epoxy Threaded Rods At Sill Plate 2/13.6-13.8,13.5/1-2, 1B.5-13.8,D.8/1-2..
Level:Foundation.
Observed the contractor epoxy(28)1/2"diameter x 12"long threaded rods into sill plate for attachment within the locations noted above.
All holes were blown,brushed and blown clean.
Work performed that was visually inspected was found to be in conformance with the project plans dated 6/23/14.
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Corporple * 777 Chrysler drive * Burlington, VIA 4921.t * phone 60.73S-1440* F2% 360-795.1988
SW Rettion * 21 is 01-ock 1,04: 111v4. i.►I ,*Olympia. WA 9011Z * P'hooc 010. 34,9777 * 1`444 16Q,S 44,5Y79
NW Reglan * SOS Dul ool .StIcel, Suitt 1+ fielliogham,WA 983$.3* Phone 160.641.401 • Pak 360.647.€t it
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UPLOADED:05/05/2015 16:00:00 UPLOADED:05/05/2015 16:01:00
REPORTED BY:Sam Hyatt REVIEWED BY:Deane Ramsdell,Project Manager
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Corporate * 777 Chrysler drive * Burlington,WA 092113 * Prune-160.7.45.1990 * Fax 364.193.1986
SW 1ae8ion • 2118 Hlack I'Jkke H1vs1. S.'i "v Olympia, WA 90112 * PhOfic -,40(1.iA4,9777 * FAX 16(1.1,14,9179
NW Region * 803 Dilpont SCTC-ct, Suite 5* Aeilimgham, WA 98233* Phone 360.641.4061 - Fpr 460,447.911t
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New North Mason High School-PO 20001400011-14KO38,0510512015,#P12361,Page 2 of 2