HomeMy WebLinkAboutBLD2003-01673 Cancelled Repair Foundation, Wall Bracing and Footings - BLD Permit / Conditions - 5/8/1996 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext. 352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
Irflo Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2003-01673
OWNER: KELLY ROHR
CONTRACTOR: LICENSE: EXP: RECEIVED: 12/3/2003ISSUED: 4/1/2004
SITE ADDRESS: 330 NE MAKELA RD BELFAIR EXPIRES: 10/1/2004
PARCEL NUMBER: 123202490021
LEGAL DESCRIPTION: TR 2-A OF SE NW TR 1 OF SP#2069-R 330 NE MAKELA RD
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Repair existing structure including wall bracing, foundation and footings From Belfair take Old Belfair HWY, turn left onto Makela RD. Go to end of RD
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: 3 Type of Constr.:
Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R3 Lot Size: Deck:
Type of Work: ACC Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:0
Valuation: Building Height: Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft.
Water Body:
Rear: Ft. Slope: Ft.
SEPA?:
Model: Width: Ft. Side 1: Ft. Shoreline Desig.:
Year: Serial No.: Side 2: Ft. I I Comp. Plan Desig.:
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Foundation Only TCS 12/3/2003 $120.50 S22003
Adjust Plan Check Fee DLC 3/29/2004 $106.51 S12004
Building State Fee DLC 3/29/2004 $4.50 S12004
Building Permit Fee DLC 3/29/2004 $349.25 S12004
Total $580.76
BLD2003-01673 Please refer to the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
BLD20 0 3-01 673
CONDITIONS FOR
BLD2003-01673
1) 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; �Th son signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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2) All 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 r to any further inspections being performed or approvals granted.
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3) In accordance with the Uniform Building Code, all sites shall have approved numbers or addresses located in such a position as to be plainly visible and
legible from the street or road fronting the property. Mason County Building Department requires that this be completed prior to calling for any site
inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the Uniform Building Code will be assessed if the owner and/or
contractor fail to a address on site prior to requesting inspections.
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4) 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 by the Building Department prior to any further inspections being performed or approvals granted.
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BLD2003-01673 Please referto the following pages for conditions of this permit. 2 of 4
5) 1997 UBC Chapter 17, Section 1701. In addition to the inspections required by UBC Section 108, the owner or 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 UBC
Section 1701.5. The special inspectors' duties & responsibilities shall be as specified in 1701.2 and 1701.3.
The engineer of record, Westsound Engineering, or their authorized agent shall perform special inspection for the following. Special Inspection reports
shall be submitted the the Mason County Building Department prior to the framing inspection.
1) Epoxy anchoring system installed and reported as specified in applicable ICC/ICBO Evaluation report. See pages 1/19 through 3/19 of the approved
plans for additional information.
2) Installation bracing system designed by engineer of record for the north, south, east and west walls. See page S1 and pages 1/19 through 11/19 of the
approved building plans for additional information.
3) Perform inspections of the four (4) items listed in the letter prepared by Mr. Craig Baldwin, Westsound Engineering, Inc. dated February 6, 2004. See
page 13/19 of the approved building plans.
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6) All construction must meet or exceed all local ordinances and the 1997 Uniform Building Code 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 permi / ocation.(
7) All changes to"approved" building plans that effect compliance with the Uniform Codes as amended and adopted, or any other Mason County ordinance
or regulation be reviewed and approved by Mason County prior to construction.
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8) The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the Uniform Codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspector shall b de prior to requesting additional inspections.
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9) All property lines shall be clearly identified at the time of foundation inspection. X
10) 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 r ces and building regulations.
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11) 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 prev ing taken. No more than one extension may be granted.
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BLD2003-01673 Please referto the following pages for conditions of this permit. 3 of 4
12) This project is approved for repair of the structure as specified by the engineer of record, Westsound Engineering, Inc. If additional work is required a
separate building permit and approval will be required before work is performed. Refer to the list attached to the approved building plans that identifies
exempt and non-exe work.
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I-,--
13) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric, Compliance Method: n/a
Wall cavities exposed luring-repairs shall be insulated to their full depth; 2"x6" cavities shall be insulated to R-21 and 2"x4" cavities shall be insulated to at
least R-15.
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14) The Uniform Fire 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 ith a c maintained public road or to another fire apparatus access road which connects to a county maintained public road. X
15) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
X connectors, and flashingr Install Metal connectors approved for contact with the new types of pressure treated material.
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 any time 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 owner r the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and stru ur view nd inspection. (�
OWNER OR AGEN DATE:
BLD2003-01673 Please refer to the following pages for conditions of this permit. 4 of 4
Debbera Coker_Comments-Structural Design Report 330 Makela Road Page 1
From: Debbera Coker
To: craig@wsengineering.com
Subject: Comments - Structural Design Report 330 Makela Road
Our office has received the structural design report prepared by WestSound Engineering for the single
family home located at 330 Makela Road in Belfair. The owners name is Bob Saenz and Kelly Rohr.
The design includes reinforcement of the existing north, south, east and west walls including steel rods,
connection details, and a "hammer-in adhesive system" to be used with specified holdowns. Please
provide the ICBO/ICC code report for the adhesive system so that we can review the installation
requirements and make comments accordingly. Our office has tried to locate the report through resources
available. If a code report is not available please propose an alternate system.
In addition Mason County will require a final inspection by the engineer of record to inspect installation of
components specified along with a statement by the engineer that the structure is safe to occupy.
I I I �" �IT � .
� �oC::�;'
MASON COUNTY PERMIT NO. tLIJZ�00�)
BUILDING PERMIT APPLICATION
426 W. Cedar • P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner r� '� tet't2-_ Company Name
Mailing Address U N 1)1 a V E Mailing Address i - %V
Cityk,,�C VkC1 k kL StateW k Zip Code °I 66 2n City ia*A O 104 v State_IN ," Zip Code "fY�:3Lr, I
Phone` '`` Other Ph. PhoneL(:' Z'i 1 - S I Other Ph.
Lien/Title Holder 34..,O L)(p O(, Contractor Reg.# Exp.
E mail address E Mail Address
Drivers Lic. k5 '(f X I DOB : Drivers Lc.# DOB
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic ."Y Existing Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No. 12 2 G — 2 — 110021 Fire District
Legal Description Lik.0 +. ' �i ar�� h1 l 2"
Site Address (Please include street name, street number and city) N 1E fti ak 1 Cr_1 C1
Directions p site ' Z - C)lA -�"tt i
11 k» Ca �..' {t r t 6 �r
Will timber be cut and sold in parcel preparation?Yes YNo
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream i Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair_, Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building�kkrlxGw � 1.' , Describe Work V c � � ct rA' t i, . )
No.of Bedroomsj No.of Bathrooms Square Footage - 1 st Flo \` C 2nd Floor
3rd Floor Basement Deck Covered Deck Ot r Sq.ft.
Garage r 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 permis-
sion from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this applica-
tion o rk prl t e application,I have obtained permission from them to apply for this permit and conduct the work proposed.
X ; j Date:_ - 7_
Owner/Owners presentative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bld Pd eceipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department J 3 •30
Planning Department
Environmental Health Department n .2 0t)k '-I Z_
Public Works Department <46 A O/OO x
Fire Marshal 2a Z/570
FEES
Building Permit Fee a S Site Inspection
Plan Review Fee ' /J EH Review Fee
Plumbing & Base Fee Planninq Review Fee
Mechanical & Base fee Other
IV GO
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ 02/1 z/56 TOTAL FEES
MASON COUNTY Shelton (360) 427-9670
DEPARTMENT OF COMMUNITY DEVELOPMENT Belfair (360) 275-4467
Permit Processing/Inspections/Addressing Elma (360) 482-5269
Mason County Bldg. III 426 W.Cedar
P.O.Box 186 Shelton,WA 98584
December 16,2003
TI M .^
Kelly Rohr and Bob Saenz ''' j. .�t
330 NE Makela Rd Belfair,WA 98528 r + ! 9 h �-E
Re: BLD2003-01673,Foundation Repair
Dear Applicants,
Thank you for submitting the building permit application referenced above. In order to complete the building department
review additional information will be needed which is listed below.
PLAN REVIEW REQUIREMENT COMMENTS:
I. The structure involved in the proposed repair was declared a dangerous building by Mason County on September 20,2001
based upon findings specified in a"Review of Structural Conditions"prepared by Mr.Robert L Morrison,Jr.P.E. A copy
of the report is enclosed. The report included recommendations and concerns about the structural condition of the foundation,
log walls,and floor connections. The proposed building permit identified above requests approval for repair of the
foundation only. Most structural concerns specified in the report prepared by Mr. Morrison are not addressed in the permit
application and the"Structural Design Report"prepared by Westsound Engineering,Inc,dated October 24,2003. In order to
approve a building permit and subsequent occupancy all structural issues must be addressed, including log walls and floor
connections. In addition we must have assurance that the engineer of record agrees that all corrections specified in the report
will make the structure safe to occupy.
2. A Special Inspection Authorization report is enclosed. Please complete the form and return. Before any inspections
performed by a Mason County Inspector are performed an inspection by the engineer of record will be required to indicating
that work specified in his or her design and/or report is complete and done in a satisfactory manner.
To complete an engineered analysis your engineer or architect will need the following information:
Snow load: 25 psf
Wind load: 80 mph, exp"C"
Seismic zone: 3
When you have complied the requested information return two sets of building plans,engineer's report and calculations to the Mason
County Building Department,ATTN: Debbera Coker,PO Box 186, Shelton,WA 98584. If you have questions please contact me at
(360)427-9670 ext. 510 or via e-mail at: dlc@co.mason.wa.us
Sincerely,
1
�Teb era t;Coker e 1 ne rs 51 l N1��0.t of
Mason County Building Department oe—
Plans Examiner J —
-�j U>_� y-m N ne, va�A4 l on
Word/bld2003-01673 tf1e_ Pyl 1 ct
cc: property file
encl.: Review of Structural Conditions prepared by RL Morrison Engineering Co.
Special Inspection Authorization Form
Effective Date January 1,2004
1997 UBC CHAPTER 1,SECTION 106.2 AND ESTABLISHED BY MASON COUNTY AMENDMENTS AND POLICY
Exemption from the permit requirements shall not be deemed to
grant authorization for any work to be done in any manner in Buildinc Permits Resource ordinance Sh in t ro ram
violation of the provisions of this code or any other laws or Exempt Not Exempt E�rr�t, tom, N mpt Ex Exempt
ordinances of this jurisdiction. S{ U "' -
One Story detached accessory buildings used as tool and
storage sheds,play-houses,greenhouses and similar uses,
1 provided the projected floor area does not exceed 120 square XXXXX XXXXX XXXXX
feet with a maximum 24"overhang and no wall greater than 10
in height.
2 Fences not over six(6)feet high. xxxxx XXXXX xxxxX
3 Oil derricks. Xxxxx XXXXX XXXXX
4 Movable cases,counter and partitions not over 5 feet 9 inches XXXXX XXXXX XX,>=
high.
5 Change of Use xxxxx xxxxx XXXXX
Water tanks supported directly upon grade if the capacity does
6 not exceed 5000 gallons and the ratio of height to diameter or XXXXX XXXXX XXXXX
width does not exceed 2 to 1.
Walks,driveways,and platforms as defined in UBC Section
7 405,not more than 30 inches above grade and not over any xxxxx XXXXX XXXXX
basement or story below.
8 Painting, papering and similar finish work. XXXXX XXXXX XXXXX
9 Temporary motion picture,television and theater stage sets XXXXX XXXXX
and scenery. xxxxX
Window awnings supported by an exterior wall of Group R,
10 Division 3,and Group U occupancies when projecting not mor XXXXX XXXXX XXXXX
than 54 inches.
Prefabricated swimming pools accessory to a Group R,
11 Division 3,occupancy in which the pool walls are entirely XXXXX XXXXX XXXXX
above the adjacent grade and if the capacity does not exceed
5000 gallons.
12 Interior remodeling without change of use. XXXXX Xxxxx Xxxxx
13 Installation of cabinets. XXXXX XXXXX XXXXX
14 Siding replacement over existing siding. xxxxx Xxxxx XXXXx
Repair and maintenance when supporting or structural
15 members are not affected where there is no expansion or XXXXX XXXXX XXXXX
change of foot print.
16 Installation of doors(no expansion of door dimension),finish XXXXX XXXxx XXXXX
work,carpet,floor cover.
17 Replacement of plumbing fixtures,i.e.,sinks,toilets,faucets xxxxx XXXXx XXXXX
(not including water heaters).
18 Installation of gutters and downspouts. Xxxxx XXXXX XXXXX
Landscaping and related rockery for landscaping, less than
19 four(4)feet,when there is no surcharge and the proximity to XXXXX XXXXX XXXxx
structures does not create a hazard.
20 Concrete driveways,patios,sidewalks installed to grade. xxxxx xxxxx XXXXX
Window replacement:
a: Repair: Replacing glass in an existing frame,not xxxxx
21 removing the frame. XXXXX XXXXX
b: Replacement of glazing and frame or enlarging size
requires compliance with the State Energy Code and a permit. XXXXX
22 Roof patching,non-structural repairs only. XXXXX XXXXX XXXXX
Agricultural sheds used for feeding,shelter and storage of
23 feed,less than 864 square feet with a wall height not to exceed XXXXX XXXXX
ten(10)feet and setback 25'from all other structures and 50' XXXXX
from property lines. Lands zoned"Agricultural"are exempt.
24 Propane Tanks and Heat Pumps. XXXXX XXXXX XXXXX
25 Re-Roofing XXXXX XXXXX XXXXX
26
Floats-120 square feet or less(Detached and chain anchored XXXXX XXXXX
only). XXXXX
27 Residential decks less than 30"in height above grade. XxxXx xxxxx XXXXX
28 Decks and covered porches. xxxxx xxxxx xXxxX
29 113ulkheads,boat lifts,hydraulic boat lifts,marine railways. xxxxx XXXXX XXXXx
MASON COUNTY Shelton (360) 427-9670
DEPARTMENT OF COMMUNITY DEVELOPMENT Belfair (360) 275-4467
Permit Processing/Inspections/Addressing Elma (360) 482-5269
Mason County Bldg. III 426 W.Cedar
P.O. Box 186 Shelton,WA 98584
December 16,2003
Kelly Rohr and Bob Saenz
330 NE Makela Rd
Belfair,WA 98528
Re: BLD2003-01673,Foundation Repair
Dear Applicants,
Thank you for submitting the building permit application referenced above. In order to complete the building department
review additional information will be needed which is listed below.
PLAN REVIEW REQUIREMENT COMMENTS:
1. The structure involved in the proposed repair was declared a dangerous building by Mason County on September 20,2001
based upon findings specified in a"Review of Structural Conditions"prepared by Mr. Robert L Morrison,Jr.P.E. A copy
of the report is enclosed.The report included recommendations and concerns about the structural condition of the foundation,
log walls,and floor connections. The proposed building permit identified above requests approval for repair of the
foundation only. Most structural concerns specified in the report prepared by Mr.Morrison are not addressed in the permit
application and the"Structural Design Report"prepared by Westsound Engineering,Inc, dated October 24,2003. In order to
approve a building permit and subsequent occupancy all structural issues must be addressed, including log walls and floor
connections. In addition we must have assurance that the engineer of record agrees that all corrections specified in the report
will make the structure safe to occupy.
2. A Special Inspection Authorization report is enclosed. Please complete the form and return. Before any inspections
performed by a Mason County Inspector are performed an inspection by the engineer of record will be required to indicating
that work specified in his or her design and/or report is complete and done in a satisfactory manner.
To complete an engineered analysis your engineer or architect will need the following information:
Snow load: 25 psf
Wind load: 80 mph,exp"C"
Seismic zone: 3
When you have complied the requested information return two sets of building plans,engineer's report and calculations to the Mason
County Building Department,ATTN: Debbera Coker,PO Box 186, Shelton,WA 98584. If you have questions please contact me at
(360)427-9670 ext. 510 or via e-mail at: dlc@co.mason.wa.us
Sincerely,
6eera Coker
Mason County Building Department
Plans Examiner
Word/bld2003-01673
cc: property file
encl.: Review of Structural Conditions prepared by RL Morrison Engineering Co.
Special Inspection Authorization Form
SEP-04-2001 lu :41-4 AM LINCOLN 360 275 6740 P. 03
360 470 6692 P .02
Aug-26�-01 09:56A Qual its 5orviCo Cr Palo 3ap
rmm:t LMomwon Pr"O+ni� ra:rro1!l041 Tlrr�f:13.aaM1
-c
1a July2001
710.01
Anna Cuttr
PO Sox 97
fselfalr WA 9M9
RE: C W Restdence at 330 N!r Mekala Road, Bath Washington
RW&w of 8truotural ContlMon
0ese Me Cutlet:
rnat Wth you and Earl Linoain at the above recidenoe on Friday 0 July 2001 to review the structural
condition of ttw house• At the time of our meeting,yov Indicated that the major foundation and floor
damage occurred during the earthquake of 2e February 2001,
Existing conditions
I uriderstind the house wet nipinafly taunt in the 1430'e_ The main floor"11$of the house outs
construoted d untreated fir logs arranged verticals. These lops bast•on the main floor treeing and art;
capped by a horizontal tw log Just below tns socond floor framing• TKa horizontal tie bG axunda
outaide the wail line. The upper floor is conventionally frarned with 2x studs, sfaathing and siding.
Observations
At the time of my site vl5k I ohsemad the WaM+ring:
Farthnuake Rslnted flamaaQ
1. The foundation hoe settled alpnlfloardly In several locations, This in turn has caused the Hare to
be thrown out of Isom. Although the direct c&uae of this damage wore the earthquake of
28 February 2oo1,a oontrlbuting factor was the weakness of Ma roundallon system true to e"*r
paot workmartsh1P or uneottlpleted work. S"below for additional eomments.
2. Thr additional vertical and lateral loading duo ioths sarthquako eaus d same flottzontal and
vertical movsRrant In the horizontal to lop, The poor condbw of the tie lops and the vertical
tint tloor vvelt bps c4nMut4d to the nwatvwt,
3. Thv mav■rrwrrt of thv first Hoar kq frarning Iran further distrnesed the upper floor and added tD
displacement of the floor framing, This In turn bee Oaueed cracking of the drywall and
dispracernent of framing around the windam end doors.
4. Some of the venlcal wolf bps,h" new aplhs and some have spitt more dsepiy when they were
ake■dy spat or checked. Ttwse lope should be replaced.
?tit sitttir►v Qditigg
1, The houses appears to have boom originally on a'crawl space"typo roundedon. At some Cry* in
recent h rtay work wars done to excavate a baiserr nt_ Tho house appears to have boon
wadequWgly shored or ottwrwliv suppottvd whAo this+Kock wte taking plice_
2. The foundation under tho oftke addition tas been undarmined alttwr from animal aativlty or duo
to Inadequate protection from material sloughing during basotnent exMiation.
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Permit Processing/Inspections/Addressing
Mason County Bldg.III 426 W.Cedar
P.O.Box 186 Shelton,WA 98584
(360) 427-9670 Belfair (360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968
Building Inspection
Permit Assistance Center
426 W. Cedar/P.O.Box 186
Shelton,WA 98584
Ph.:(360)427-9670 Fax:(360)427-7798
I. Project Information
Permit#: Address:
Project Name: Owner's Name:
II. TYPE OF WORK.Items checked below require Special Inspections complying with 1997 Uniform Building
Code Section 1701.See section 1701.5 for exceptions..All inspection reports must be submitted and approved
by the building official prior to issuance of a certificate of occupancy.
❑ 1.CONCRETE:During the taking of test specimens and placing of reinforced concrete.See item 12 for shotcrete.
❑ 2.BOLTS INSTALLED IN CONCRETE:Prior to and during the placement of concrete around bolts when stress increases
permitted by footnote 5 of Table 19-E of Section 1925 are utilized.
❑ 3.SPECIAL MOMENT-RESISTING CONCRETE FRAME:As required by Section 1921.9.
❑ 4.REINFORCING STEEL&PRESTRESSING STEEL TENDONS:4.1.During all stressing and grouting of tendons in
prestressed concrete.4.2.During placing of reinforcing steel and prestressing tendons for all concrete required to have
special inspection by item 1.
❑ 5.STURCTRUAL WELDING:5.1 GENERAL.During the welding of any member or connection which is designed to
resist loads and forces required by this code.5.2.SPECIAL MOMENT RESISTING STEEL FRAMES.During the welding
of special moment-resisting steel frames.In addition to Item 5.1 requirements above,nondestructive testing as required by
Section 1703.5.3 WELDING OF REINFORCED STEEL.During the welding of reinforcing steel.
❑ 6.HIGH-STRENGTH BOLTING.As required by Chapter 22,Division IV.Such inspections may be performed on a
periodic basis in accordance with the requirements of Section 1701.6.
❑ 7.STRUCTRUAL MASONRY:7.1.During preparation and taking of any required prisms or test specimens,placing of all
masonry units,placement of reinforcement,inspection of grout space,immediately prior to closing of cleanouts,and during
all grouting operations.7.2.See code for requirements on fully grouted open-end hollow-unit masonry.
❑ 8.REINFORCED GYPSUM CONCRETE:When cast-in-place Class B gypsum concrete is being mixed and placed.
❑ 9.INSULATING CONCRETE FILL:During the application of insulating concrete fill when used in part of a structural
system.
❑ 10.SPRAY-APPLIED FIREPROOFING:As required by UBC Standard 7-6.
❑ 11.PILING.DRILED PIERS AND CAISSONS:During driving and testing of piles and construction of cast-in place drilled
piles or caissons.See Items 1 and 4 for concrete and reinforcing steel inspection.
❑ 12.SHOTCRETE:During the taking of test specimens and placing of all shotcrete and as required by Sections 1922.10 and
1922.11.
❑ 13. SPECIAL GRADING,EXCAVATION AND FILLING:During earthwork excavations,grading and filling operations
inspection to satisfy requirements of Chapter 18 and Appendix Chapter 33.
❑ 14.SMOKE-CONTROL SYSTEM: 14.1.During erection of duct work and prior to concealment for the purposes of leakage
testing and recording of device location. 14.2.Prior to occupancy and after sufficient completion for the purposes of
pressure difference testing,flow measurements and detection and control verification.
❑ 15.SPECIAL CASES:Work which,in the opinion of the building official,involves unusual hazards or conditions.
III. SPECIAL INSPECTOR SELECTION:The Special Inspection Agency and Inspector shall be registered by the
Washington Association of Building Officials(WABO)for the particular type of construction or operation requiring
special inspection.Such inspector(s)shall be selected by the owner's agent and approved by the Building Official prior
to issuance of the building permit.The OWNER'S AGENT shall not be acting as or employed by the special inspection
agency or contractor for this project.
Name of Inspector or Agency Type of Inspection Registration#
a)
b)
c)
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:The special inspector shall observe the assigned work
for conformance with the approved design drawings and specifications.The special inspector shall furnish inspection reports to
the building official,the engineer or architect of record,and other designated persons. All discrepancies shall be brought to the
immediate attention of the contractor for correction,then,if uncorrected,to the proper design authority and to the building
official.The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the
best of the inspector's knowledge,in conformance with the approved plans and specifications and the applicable workmanship
provisions of the Uniform Building Code as adopted by Mason County.
DUTIES AND RESPONSIBILITY OF THE CONTRACTOR:The contractor's duties include responsibility for notifying the
special inspector or agency regarding individual inspections required by the building department.Adequate notice shall be
provided so that the special inspector with access to approved plans at the job site and be responsible for retaining at the job site
all special inspection records submitted by the special inspector,and providing these records for review by the building
department's inspector upon request.Completion of this special inspection form does not relieve the contractor's responsibility to
schedule inspections by a Mason County building inspector before concealing any work.
DUTIES AND RESPONSIBILITIES OF THE ENGINEER OR ARCHITECT OF RECORD:The engineer or architect of record
has many duties and responsibilities related to special inspection activities.They include identifying which special inspections
are needed,developing a schedule,and assisting in the selection of the special inspector.
DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER:The project owner or the engineer or architect of record
acting as the owner's agent is responsible for funding special inspection services per Section 1701.1.
IV. AUTHORIZATION: I hereby state I am the legal owner(or owner's agent)of this property and agree to comply with
the requirements listed herein.
Signature Name []Owner []Agent Date
Word:Special Inspection Fotrn
SEP-04-2001 10 :49 AM LINCOLN 360 275 6740 P. 03
360 479 6692 P .O2
Au9-29-01 09: 55A quality 562"r-O v■a■awe
warn,w L VQMV +1 6r"
.nna>ra Cr■ rrotnoot Tim■,r,1s.�0�tv1
e July 2001
710.01
Anna Cuter
PO Box 92
t3elfalr WA W24
RE: Gutter Residence at 330 NE KAskela Roam Belfa'r Washlrpton
Rovlew of Structural Condition
'0w Me cutter
I rest With you and Eirl Linooln at the above residence on Friday 0 July 2001 to review the structural
condition of tho house. At the time of our meatimig, you indicated than the mayor foundation and floor
damage occuned during the earthquake of 2e February 2001,
Existing Condition'
I understand the house was orlpina{ly built{n the 1 S3t)'e. The main nest wtllg nl the house are
constructed of untreated fir logs arranged vertically, These Iops bear on the main floor tramin9 and are
Ounds
capped by a horizontal toe loll just below tM second Floor framing. This horizontal tie lag
outside the well line. The upoer floor is conventionally framed with Yx studs, sheathing and siding.
Otmor'va Lions
Al the time of my site visit I observed the fohowtng:
;:aLth
1. The foundation hoe settled clpniflasntly In "versl lDcations, This In turn has caused the floors to
bs thrown out of level. Although the direct cause of this dart+ege veers tho sarthgrnike of
28 February 2001,a oon'.r)Winfl kctor wits the Weakness of the foundalion system clue to either
pool workrranshlo of uneampieted worts. See bakw for additional commertty.
2. The additional vertical and iatersl loading duo lothe earthquake caused some llortaontal and
vertical movement to the horizontal tlo log. The goof condition of the tie lags and the vertical
first floor wall bps contributed to the mowmont,
3. The movement of the fad floor krg framing has furthw dLstrnasad the uppoc floor and addled to
displacement of the floor framing. Thin in turn has oaused cranking of the drywall and
displacement of framing around the windows and doora.
4. Some of the vertical will tops ha+++ new epft and some have split mom deeply where they were
alfeardy split or checked. Those loge should be replaced.
Pit�2sitlir�aQondiuofl=
1, Tho housca appwars to AiVe(ieem originaliy oft a'crw�vl spa""type foundation, At some ti" in
recent hirtory work was done to excavate IN basement- The house appears to have bean
inzdequatvly shored of otherwlw supported while this work was taking P100e-
2. The foundation under the office addition hes been undermined elther from animal aadvity or due
to Inadequate protection from material siNghlnq during basorr,ent excavation,
�• "� �''� - �' ^� -+,Y��� rY 360 275 6740 P- 04
AUg-29•-01 O9:65A quality SOW-ViCaa 360 479 66fl2 'age4Ofb 3
' ram,:R i Mahon er�+r.r*+sco oaw:lri�li06•i Tpn•:�as�a iN1
is July 1001
710,01
Anna outfit
Page Z
3. The ands of the horizontal tie lag■env rotted due to InildegUI le prCtsetlori from moisture,
4. The eras d swne of the vertical logs ore decayed of both top and bottom ends due to
inadequate protecion ffom moistures These lops should be replaced.
b. The framing at the uphill tide of the house is below grade altowing the ends of the n*n floof
puts to be owpeeed to rneiature, This has caused ttlem to decay. Thle homing should be
replaicsd,
Conclusions
At this tarns the houses Is In wry pour eondltlan and Is unlnhotable. The vertical lop was►system has
wry little roeistanee to lateral(seismic and wind)forces. Theta appose to be inedequste eonnoctlons
between the prat and taeond floor walls. Ths d+ecat+ed memtsa 3 at<aaarbata this problem. Even K there
wwre proper oo~16ns,the eomftort of the logs Is such that the walls would stYl be very week both in
the Vodial card lateral directions.
The lvundatdon is woWullly kladsquats. It is poorly constructed and has been further weakened by the
stteniM to oxaevate a full basement. When now conersts walls hew beet powed,they art of poor
workmsnatip and appear to lack a proper"na. Where the footiras have been undermined,the
houea lacks adequate vertical and horizontal support. Uclt of proper conaiNetion method Me Cmueed
untreated wood framing to be in contact with wincrete. in some casos the lack of proper drainage has
cause even the treated wood mudeAls to decry. The appears to be an inlldequeA number of anchor
bolts cennec re the framing to the conaste.
Recorrumndatiorto
At a minimum the house should be shored,the exlating foundation rernov6d,and a new foundation
installed taking cafe to properly anchor the framing to the new oowate. The decayed W4 sovsre►y SPA
lop,stmi ld be repisced with new mateAal. A connecttan between the log walls and the second floor
walls should be designed and Installed. Floors should be leveled and the finished turbo"repalred. All
doors and windows should reailgr,ed to a plumb and level cond'tion. Wall finishes should b■rtpalnd.
The amount of work required to bring ttm house to■livable and wndkion Is suhatisMal end expansive.
I estin+ats the repeir Costs.intludlnp*nglmrsoong and pormits,will Woo id$125,OW, Even when the
rtpeirs are=nplefed.the house will not prvbebly not fuk comply with cumnl budding coda
raquirerrwnts due to the week nature of the vertical wg mnsituotfon, Thts will be a'repair to ttw Met of
our ebiV type of project V*h this in mind y9u may vriah to consider the idea of demollshinp me
house and stmnig"r w1h now constructlofl.
str—b4-201d1 1b :5b Hrl LINCOLN 360 275 6740 P. 05
' Aug.—29•-01 OD:66A Quality EmrV i CS 360 479 6692 ��M�„N P.04
� .. /rartti R L Ida'r11vn Ltvr*erty 00
p`tr 7A11ZMI TIV LMA nW
15 MY 2001
110,01
Annt Cutler
Page 3
I trut+t that the&bow cbsgnration@ wlil rmW your needs. If you tuVs questions or nssd clSf lcation Of
tho Wftrmatl n prowt+d, pious do not haaltsts to contict rnti.
mmWely.
R.L. MORRI30H ENGINEERING CO,
o` .s"kR�go
wA1k�4
"• +�
o-
�T
h
'� Itiaua 4w
' ,.�r1Red]1JAVto�_
Robert L.Morrison,Jt.,PE
RJd,rrr
r tr_x�r..wuaa'�y i,�1.11OhUri[a M1.i4•ca f[�I tIX
FROM WESTSOUND ENGINEERING FAX NO. 3608760439 Mar. 26 2004 12:05PM P1
217 WdK:ns Drive..S—W
WestSound Engineering, Inc. 70 I'ofl 0r0*1'(1.W,;shington 98366 4/4 1
)360)8/h-3770
March 26, 2004 � � "���.� j JAI
Project No. 957
Deberta Coker
Mason County Building Department
P.O. Box 186
Shelton, WA 98584 VIA FAX: 360--427-7798
RE: Residence at 330 Makela Road, Belfair, CIA
BLD 2003-01673
Dear Ms Coker,
I received your e-mail regarding the adhesive system specified
for this project . Based on our discussions, I recommend the
following adhesive system to replaced the VGC system that was
specified. Attached is the load data used to size this
anchoring system.
The anchoring system shall utilize the Simpson SET High Strength
Epoxy anchoring system as specified below:
Adhesive: Epoxy-Tie SET from Simpson Strong-Tie, Dublin, CA
Rod Diameter: 7/8 inches, A307 threaded steel
Drill Dia: 1 inch
Embedded Depth: 5 13/16 inches minimum
I have been in discussion with several representative at
Simpson. They indicate that they are only 'days" from
publishing the ICBO report for the VGC anchcring system. I
propose that the VGC system be allowed if, at the time of
installation, the ICAO report is completed end acceptable to
Mason County.
We, request your review and approval of this change in design .
Please contact me at (360) 876-3770 for any questions .
Sincerely, CA0AI-AI���
Craig T. Baldwin, P.E.
Copy: Kelly Rhor �
EXPIRES 4/4/o
I
FROM WESTSOUND ENGINEERING FAX NO. 3608760439 Mar. 26 2004 12:06PM P2
Iw
a
n •.) � . rr �h
...
Tension Loads for Threaded Rod Anchors In Normal-Weight Concrete
1:. 11s
p s a: 'See page
"p `114 b I tcd) w•. expriation
ff3 !� Pt ygt of the 1030
20 13 C n Nc 0q $ g ?18 4G II,vSSS:::
tame icons
R B a
1 9/4 2 5/B 7 1,900 485 475 1 900 4'5
(dam LPL_ (.17A), _..I A`�},.J__.(�2)- �:.},)_.............h:5.}..... --..-.-.+.... ... --(2 1.).-
3/8 7 1/2 6 1/4 14 10 Z00 t 119 2,550 10,280 97 2,170 2,105 4,595 3,630
(9.5) ' 1/2 09 133 35 45.4 ° 0. 11.3 i45.7 ...__0�,,,,)4 ,..._(11-A ... (9-4) (20.2)
4 1/2 8 9/4 1H 10,fi13 84 2,655 10 813 2(55
I 114 171 457 47,2 I 0 4 11.fl 47 2
9 A 7# 4 t ii Q 3 �,d7d0
e7 ° y wise. (wk �
2 i/2 3 3/4 10 6.780 = 315 1.095 6,780 1,195
64 95 254 30.2 i 1.4 7.5 0.2 4,-5) .
3 3/4 5 5/e 15 4,190
143 381 _.�8.6
S/8 5 7 t/1 20 26,700 1,121 6,680 32 200 -984 H,]50 5,875 12,660 1 10,120
3/d �.. I._.).. ..(...,,......1....i..._..(...)__ -j 51.L .-..( �� _�.,,.I._._.B 240'- ( ) ( ) ( )
(15.9) _027)....,•I191 508 118.8 5.0 29.7 143.2- 4.3 3 i.8 26.1 Sfi.3 .0
';. 7 3/16 10 7/0 28 3/4 5 • • 3'S
183 276E 730L. 33.4 3
r
9 3/8 14 1/8 37 1/2 33,402 1 198 8,350 33 402 8,$50
<bsCa.:' 238 359 953 t dS 6 5,3 37 1 48.6
1
k
' � i : � ♦ k '.1 �': �.vh££.v;" � ki,.' .. «Ip� .':pr93 .,. `a'�b ':.
E 3 718 5 13/16 15 112 19,120 1,239 4.180 19,120 4.780
148 394
513116 8 314 23 1/4 8,535 9,Z50
148 222 591 38.0 1,1
7/8 11 5/6 31 49,16a 2,149 54,680 1,050 1:,720 11.590 24,785 16,880
(�-2) ] 1 197)_. 2{ 05i .---(787 �8,7)_,0,,, (9,6). 54,7�_ 44.1 A.7 i1.0 (512) (1102) (75.0) W
-�� L K
10 7116 15 5/8 41 314 i 14,48 t t
p 195
._(397).,.. (1060}....,.,,,. •- -:............. I64:.4).._
13 1/B 1 19 5/8 52 1/2 06,679 506 16.670 fiB 679 11,670 0
i 333 (498) (1314 290 6 (2.3) 74 2 96 6 r4 2 1
f4...
t, -( �yb6 t k«, a 2t5°r' Y i€p`�0 ,•'.i
} 1 34 66
5. t k J
a ±Sa7 ( F
5 510 8 7/16 22 1/2 35,858 2,389 8.965 35,858 1 965
143 214
8 7/16 12 314 33 3/4 _ 14,115 14,115
j (214), S3'l4 857 1 (62.8 _� •62.8
1 114 1 11 114 16 718 45 77,045 P 7,024 19,260 71,d45 19.250 23,496 %,620 34.425
318 206 429 1143 342.7 } 31,2 85.7 �4.-7 85.7) (104.5) (?252) (153.1)
15 22 1/2 80 24,sf35 44.955
3s1 572 5 a111-a 11�oa
i 10 3/4 28 118 75 122,881 10.940 30,670 �22,681 :0,670 `
476 14 1905 545.7 48.7 t36.d 45.T 136.4 _-__T..,
f. Allowrbk load meat he the lesser of Inc hand or steel et7eng1h, 7. Anchors arc not 1 ermhted to rcait tension forces in ovt:rlwd or will
2. The allowable loudi listed under alluwable band are bxsaf on i safety factor of 4.0. IrrtaltatfierL unlet a prover consideration i8 given to flr"xquaure and
3. Allowablc loads may be incroa;.od by 33iia perccr4 for short-term ,,loading due to wind or clmic forces, elevated temporal me conditions,
4. Reterto allow-Ala load adlustm nt f;udnrs for spacing and edge dlstancc wt pages 436 45. 8, Allowabla load ba icd on bond strenpth may be irverpolatad for
5• Reter to In•$CrvifA Tempermurr.Srwt itivlty chart tar allowable load adjustmc�tt for temperttarc, concrete ccmpret sivc strength:',between 2000 psi and 4000 poi
S. Anchors are permittcti In be used within fire-resistive construction,provided the anchum re i&t wind or
ae$mic Ia;ttlz only. For use in fire-reiiative constnx:tiun,the michom can alsn be permitted to be XRMUi
36 io comet 9rPvlty load:,providdd epscrAt ronsidcrat--run tlas been wvtm to fire exposure condltlon:.
FROM WESTSOUND ENGINEERING FAX NO. 36087GO439 Mar. 26 2004 12:09PM P3
.... e9 .....
Shear Loads for Threaded Rod Anchors in Normal-weight Concrete
r : { tail �, ati n �D p at1r�:: +See 0'+9e 5 for
qz N r :A i{ /.1 A pF8}' M r an vxpiimbon
t� `Y l CIA tt1 21I f d.' t d '' of the load
w r> table icons
1 3/4 2 518 4,573 317 1,145
- ....__i __.LBZ).._._. ..,,,...lza,,3l.. ..., ,....._i�.:9),m..............15;12...._...
1 5 114 5 1%4 61935 965 1,735 t,085 2.340 i,870
(9�) 1!2 3892 133 ---(133�.- ... (30.81. -.......
(4,8) (10.4) 1 (8.3)
41/2.... ( ) 51/4 1,735
! (114 133 z T (7.7
F e 311 16D 3i 9 t
2 1/2 3 3/4 14,427 82fi 3,605
64 7 1/2 7 112 1 19,1i 1,D27 d,87 - (,825 6,520 5,220
191 86.7 (�,6 (2t.7 13.�) (29,0) (23,2)
_ 642 3 7 16.0
5/8 3/4 5 I
(15.9) __ 127 .. (191) 4,875
9 318 7112
238 191 21.7 ;ss
} H
3 7/e 5 718 28,333 2,486 7,085
(98) 149 126.0 10 7� _(31.5 II
7/8 1 7 3/4 11 518 11 518 i 33,538 21793 f3,385 5,925 12,770 E 8,685 I
.. .ate (2Z_2) 197� (295) 295� _ �1492 512.4 (37.3 (26,4) (56.8) j (38.6) J
v 131/8 115/8 8,385
333 295
i • 37.
t v l
- e d
52,13043
21
3,969 13,035
1 114 I 11 114 16 7/8 16 7/8 66,383 3,948 16,595 12,1D0 26,075 17,750
3/8 �Lp86L (429) 429 _(295.3 T 17.6 3.8 (53.8) (116.0) i (78.9)
i 18 314 16 7/8 1fi,595
476
• 73.8
1.Allowable load must be the lesser of the road based on concrete edoe d lst2nce or rival svength.
2.The allowable loads based on concrete edge distance are based on a gaiety factor of 4,U.
z 3. for short-term loading due to wind or seismic forces,tlfe avowable load must be the lesser of the allowable load bas id on
concrete Wile distance increased by 33`h percent,and the valves listed in this fable for allowable shear loads based in
°y sled strength for ACTM A307 threaded rods increased by 33v,percent
g a. nefer to allowable load adjustment factors toreparing and edge distance on Doges 44 8 46.
�+2 5. safer toIn-ServiceTemperatureSensitivitytdtart?or allowable load adjusvnenttortemperature.
6. Anchors are purniitted to be used within fire•resMve construction,provided the anCAOrs rnsist wind or Seismic load;Only,
For use in fire-resistive construction,the anchors ran also be permjttad to De used to resist gravity loads,provided s ocial
consideration has been Given to fire exposure conditiuns-
37