HomeMy WebLinkAboutBLD2006-00581 Cancelled Revised SFR, Retaining Wall - BLD Permit / Conditions - 11/27/2006 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County
615 W Alder St
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT
BLD2006-00581
OWNER: KARMA KROGH RECEIVED: 4/12/2006
CONTRACTOR: LICENSE: EXP: ISSUED: 11/2/2016
SITE ADDRESS: 2940 E GRAPEVIEW LOOP RD GRAPEVIEW EXPIRES: 5/2/2017
PARCEL NUMBER: 121077700130 CANCELLED
LEGAL DESCRIPTION: TRACT 13 OF SURVEY 7/64
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW SFR upper floor, Non-habitable space lower floor REVISION WHEN TRAVELING FROM SHELTON, ON RIGHT SIDE OF GRAPEVIEW LP
RD IMMEDIATELY BEFORE MILE MARKER#3, 2940 E GRAPEVIEW LP RD.
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 1 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R3U Lot Size: Deck: 492
Type of Work: NEW Fire Dist.: 3 No. of Stories: 2 Occ. Load: Building:1,120 Garage-Attached 1,120
Valuation: $ 170,152.88 Building Height: Occ. Status: Primary Basement: carports 1,280
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: W 140.0 Ft. Shoreline: Ft. Water Body: NONE
Rear: N 190.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 40.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
BLD2006-00581 Please refer to the following pages for conditions of this permit. Page 1 of 6
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
Shelton,WA 98584
RESIDENTIAL BUILDING PERMIT BLD2006-00581
OWNER: KARMA KROGH RECEIVED: 4/12/2006
CONTRACTOR: LICENSE: EXP: ISSUED: 8/1/2006
SITE ADDRESS: 2940 E GRAPEVIEW LOOP RD GRAPEVIEW EXPIRES: 8/19/2009
PARCEL NUMBER: 121077700130
LEGAL DESCRIPTION: TRACT 13 OF SURVEY 7/64
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW SFR upper floor, Non-habitable space lower floor WHEN TRAVELING FROM SHELTON, ON RIGHT SIDE OF GRAPEVIEW LP
RD IMMEDIATELY BEFORE MILE MARKER#3, 2940 E GRAPEVIEW LP RD.
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: 1 Type of Constr.: VB
Type of Use: SF Insp.Area: No.of Bathrooms: 3 Occ. Group: R3U Lot Size: Deck: 392
Type of Work: NEW Fire Dist.: 3 No.of Stories: 2 Occ. Load: Building:1,120 Garage-Attached 1,120
Valuation: Building Height: Occ. Status: Primary- Basement: carports 1,280
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: W 140.0 Ft. Shoreline: Ft. Water Body: NONE
g Rear: N 190.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 40.0 Ft. Shoreline Desig.: Not Applicable
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 Exhaust Hood 1 Plan Check Fee KS 4/12/2006 $762.42 S12006000
Hosebibs 2 Furnace<100K 1 Planning Review Fee KS 4/12/2006 $155.00 S12006000
Kitchen Sink 1 Gas Outlets 7 Building State Fee DLC 5/2/2006 $4.50 S12006000
Lavatories 3 Propane Tank 1 Building Permit Fee DLC 5/2/2006 $1,184.15 512006000
Showers 1 Ventilation Fan 4 ADJUST--Plan Check Fee DLC 5/2/2006 $7.28 S12006000
Water Closets (Toilets) 3 Heat Pump 1 Mechanical Fee DLC 5/2/2006 $72.35 S12006000
Water Heaters 1 Dryer Vent 1 Mechanical Fee DLC 5/2/2006 $72.35 §12006000
Bath Tubs 2 Mechanical Base Fee DLC 5/2/2006 $23.50 S12006000
Clothes Washer 1 Plumbing Fee DLC 5/2/2006 $96.00 S12006000
Plumbing Base Fee DLC 5/2/2006 $20.00 S12006000
EH Plan Review TW 6/19/2006 $75.00 S12006000
Mechanical Fee KKK 12/24/200 $75.15 S22007000
Additional Plan Check Fee DLC 9/15/2008 $102.00 S12008000
Total $2,649.70
BLD2006-00581 Please referto the following pages for conditions of this permit. 1 of 5
CASE NOTES FOR
BLD2006-00581
CONDITIONS FOR
BLD2006-00581
1) The international 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.
X
2) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
X
3) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
4) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
5) 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 prior to any further inspections being performed or approvals granted.
X
6) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that
require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
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 international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspections.
X
7) 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 of approved documents will result in failure of required building inspections.
X
BLD2006-00581 Please referto the following pages for conditions of this permit. 2 of 5
8) 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.
X
9) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric, Compliance Method: IV, Window (Max U-Factor):0.40, Skylight(Max U-Factor):0.58, Doors (Type/Max U-Factor):0.40 or less, Wall
insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Slab Insulation R-10.
X
10) Per 2003 IRC - SECTION 1609-WIND LOADS- 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the
minimum wind loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609
BASIC WIND SPEED (3-SECOND GUST)the wind speed for Mason County is 85 MPH.
X
11) Per 2003 IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in
accordance with the applicable provisions of this section and the manufacturer's installation instructions.
X
12) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
X
13) The lower floor of this structure is limited to non-habitable use only. Any other use will be in violation of the international codes and Mason County
Regulations unless a"Change of Use" permit is applied for, reviewed and approved.
X
14) 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 shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
15) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit revocation.
X
BLD2006-00581 Please referto the following pages for conditions of this permit. 3 of 5
16) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.
X
17)- All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
X
18) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspector shall be made prior to requesting additional inspections.
X
19) All property lines shall be clearly identified at the time of foundation inspection. X
20) 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.
X
21) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prevented action from being taken. No more than one extension may be granted.
X
22) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
23) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X
24) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
X
BLD2006-00581 Please referto the following pages for conditions of this permit. 4 of 5
25) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
X
26) FIRE WARDEN REVIEW: BURN PERMIT IS REQUIRED FOR ANY LAND CLEARING FIRES ON THIS PARCEL. X
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 owneror 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 structure for review and inspection.
OWN ER OR AGENT: DATE:
BLD2006-00581 Please referto the following pages for conditions of this permit. 5 of 5
8/5/2009
Case Activity Listing 5:03:1OPM
Case#: BILD2006-00581
Assigned Done
Acti%AN Description Date i Date 2 Date 3 tlold Disp To BN Updated Updated B�
BLDA010 Application Received 4/12/2006 4/12/2006 None DONE KS 4/12/2006 KS
BLDB130 Planning Review 4/12/2006 4/21/2006 None DONE KJM KJM 4/21/2006 KJM
No apparent critical areas.
BLDB201 More Info Letter-EH 4/23/2006 None DONE CEW 4/23/2006 CEW
BLDB120 WSEC Compliance Review 5/2/2006 None DONE DLC 5/2/2006 DLC
electric f im w/HP,option 4
BLDB201 More Info Letter-EH 5/15/2006 None DONE TW 5/15/2006 TW
RESULTS NEED TO BE WITHIN THE LAST 12 MONTHS.
BLDB200 Environmental Health Review 4/12/2006 5/16/2006 None DONE TW 5/16/2006 TW
support staff locating septic records.05/15/06 located the records bedrooms and plot plans match
BLDB210 Water Adequacy 4/12/2006 6/19/2006 None DONE TW 6/19/2006 TW
need well log and satis bacti.05/15/06 received well log.Satif results turned in are too old must be with in the last year.NEW BACTI SUMMITTED AND FORWARDED TO TW. 6/13/06 KS 06/19/06
results satif.tw
BLDB 110 Building Plan Review 4/12/2006 7/26/2006 None DONE DLC 7/26/2006 DLC
1)Left message at engineer's office concering detail 10. Plan states detail is on s4,actually on S2.
2)Contacted Archt.Herstad concering posts greater than 10'ht(covered porch and carports),and need to evaluate food ngs at carports,and provide connection detail carport to structure.
e-mailed comments to owner and Herstad.do 5/2/2006
BLDB007 Plan Revisions Submitted 7/26/2006 None DONE DLC 7/26/2006 DLC
received calculations and details from archt. Herstad.7/24/2006
The revisions were not stamped. Received stamped details via fax. 7/26/2006
Page 1 of 3 CaseActivity..rpt
8/5/2009
Case Activity Listing 5:03:1OPM
Case#: BLD2006-00581
Assigned Done
Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By
BLDA100 Approved for Issuance 8/1/2006 None DONE CMH 8/1/2006 CMH
NOTIFIED APPLICANT.
BLDA500 Issue Building Permit 8/l/2006 None DONE KS 8/1/2006 KS
BLDA540 Print Inspection Card 8/l/2006 None DONE KS 8/1/2006 KS
BLDC105 Progress Inspection 8/24/2006 8/28/2006 None PASS ARC 8/29/2006 KLW
PROGRESS OK,QUESTIONS ON SETBACK FROM SLOPE 8 FT FROM STABLE SLOPE.
BLDC110 Footing Inspection 9/6/2006 9/7/2006 None PASS RLS 9/26/2006 MRB
EXT FOOTING AND SETBACKS WRAP ALL COPPER PIPE AND CONDUITS TO PREVENT CONCRETE FROM ADHERING
BLDC110 Footing Inspection 9/7/2006 9/12/2006 None PASS RLS 9/26/2006 MRB
RETAINING WALL FOOTINGS
BLDC120 Underground Plumbing 9/7/2006 9/12/2006 None FAIL RLS 9/26/2006 MRB
SLAB PLUMBING/SLAB INSULATION/SLAB VAPOR BARRIER
1.REMOVE SANTEE ON ITS BACK AND REPLACE WITH WHY OR COMBO RETEST WITH 10'OF HEAD PIPE OK TO PHOTO AND PROCEED 2.FINISH R-10 INSULATION AROUND
PERIMETER OF BUILDING OK TO PHOTO AND PROCEED 3. INSTALL 6 MIL VAPOR BARRIER PHOTO AND PROCEED
BLDC120 Underground Plumbing 9/12/2006 9/14/2006 None PASS RLS 9/26/2006 MRB
SLAB PLUMBING/SLAB INSULLATION/SLAB VAPOR BARRIER
BLDC110 Footing Inspection 9/12/2006 9/14/2006 None PASS RLS 9/26/2006 MRB
RETAINING WALL FOOTING/POST FOOTINGS/INT FOOTINGS
OK TO PHOTO AND PROCEED
BLDA920 Miscellaneous Action 11/3/2006 None DONE TLG 11/3/2006 TLG
complaint filed regarding shed and job shack???What is use and status of both buildings?
Page 2 of 3 CaseActivity-tpt
8/5/2009
Case Activity Listing 5:03:1OPM
Case#: BM2006-00581
i�
Assigned Done
Activity Description Date I Date 2 Date 3 hold Disp To By Updated Updated By
BLDCIGO Inspection 11/22/2006 11/27/2006 None PASS RLS 12/1/2006 MR13
EXT SHEARWALL AND EXT STRAPS
BLDC100 Inspection 5/17/2007 5/21/2007 None PASS MAU 5/22/2007 MRB
MOSITURE GAS PIPE
BLDA510 Reprint Building Permit 12/24/2007 None DONE KKK 12/24/2007 KKK
BLDC100 Inspection 12/24/2007 12/26/2007 None PASS MAU 12/27/2007 MRB
PROPANE TANK
BLDC105 Progress Inspection 10/9/2007 5/21/2008 None DONE PIB 10/9/2007 PIB
Progressed over counter. Progress has been made-permit good to 5-21-2008.
BLDC105 Progress Inspection 6/9/2008 None DONE BTA 6/9/2008 BTA
Over the counter.Electrical has been inspected.More framing done.
BLDB007 Plan Revisions Submitted 9/12/2008 None DONE GMM 9/12/2008 GMM
Revision to remove existing stair well and add new stair well.
BLDB400 Building Review Revision 9/12/2008 9/15/2008 None DONE DLC DLC 9/15/2008 DLC
changed location of stairway.
BLDA510 Reprint Building Permit 2/18/2009 None DONE PIB 2/18/2009 PIB
Not finding inspection card in file. Reprinted for inspectn.
BLDC105 Progress Inspection 2/17/2009 2/19/2009 None DONE M .J MAU 2/20/2009 KS
CHANGE STAIR LOCATION,HARDWOOD FOR DECK OK,ALMOST READY FOR F/P/M. 2/20/09 KS
BLDA510 Reprint Building Permit 8/5/2009 None DONE PIB 8/5/2009 PIB
Page 3 of 3 CaseActivity..rpt
CONCRETE MECHANICAL MANUFACTURED HOME
Footings I Setbacks GatePiping By Ribbons
lntenorDa* By Interior-Date By Date gy
Exterior Date By Exterior-Date By Set-up
Point Load!Isolated Footings INSULATION Date By
BG 1 SLAB INSULATION
Date By Data By FIRE DEPARTMENT
Foundation Walls Floors Dale i3y
DRte By Date gy DECKS
FRAMING Wails Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwork ' Attic
Type:
Date By i Dale By Date By
D.W.V !.DRYWALL Type
Int Brace Wail Date By
Date Lay Date 9y
FINAL INSPECTION
Water Line i Fire Seperation
Date By Date By 011ie By
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Pass or Request Inspect.
Type of Insp. Fail Date Date Done By Comments
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o Interior Date�-Z fo-D% By/ � Interior-Date By Date By Z
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Point Load!Isolated Footings INSULATION Date By X
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Date By Data ay/7Z FIRE DEPARTMENT D
Foundation Wails Floors Date By
Date By Data By DECKS _
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MASON COUNTY
BUILDING Ill 426 W, CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 2
This structure has been inspected by Mason County Building Departmen- -4
and the following VIOLATION of County Laws and Ordinances has been .v(�k
found: Items listed below must be corrected tor
in compliance
-
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
OK to _ v S.L ic-- -L4-- damage incurred by recent
"natural/man made"
❑ This is not a complete inspection disasters.This is NOT a
Date Department CORRECTION NOTICE.
Inspector Dn NOT RJ=MnV ' TH/ C TArqff
permit� ' �f
MASON COUNTY
BUILDING /it 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location Z�`fC%' (�;� ,-e-j Z,,d
i
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be corrected to gain compliance
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
❑ OK to damage incurred by recent
❑This is not a complete inspection "natural/man made"disasters. This is NOTa
Date�11.3 Department 6CORRECTION NOTICE.
Inspector PA L"
DO NOT , I i00V ' ' T TAF'/ c MW
Permit 4.04` Q
MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location ZIP,
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
f nd: Items listed below must be corrected to gain compliance
All
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
Ij Call for re-inspection when corrections are made before continuing Ll please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
�, ��„ .f't damage incurred by recent
"natural/man made"
❑This is not a complete inspection disasters.This is NOT a
CORRECTION NOTICE.
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6-17-14
LDK-
John Dalberg came in today and dropped off the attached photo. He said this is to be
used as his progress inspection. I told him I would pass this on to you.
I did notice,in Tidemark and in his file that the framing was a fail. I asked if he wanted to
schedule for a re-inspect, but he said no,just to have you call if you have any questions. I
was kind of left with the impression that he thinks somebody signed off on the framing.
Tidemark notes also state to call for a re-inspect before continuing.
Just to make sure this gentleman is on the same page as we are could you please review
Tidemark and file and maybe give him a call to check on what he's doing. I would hate
to see him continue on something if in actuality he needs to have it inspected before then.
Also, I'm not sure if this photo covers what was requested on the Correction Notice.
Let me know if you have any questions.
John Dalberg
277-0206
Thanks, Mary
Hodge zco(a - C05�s 1 , ,
engineering inc.
K r-0 K-
4/10/2013
Letter #12.070513
RE: 2940 Grapeview Loop Road RECEIVED
Enclose Vangelder Garage
MAY 2 2 20B
To Whom It May Concern: W. CEDAR ST
At the request of the builder, John Dalberg, I have reviewed the plan revision
dated 2-13-13 to add a window and eliminate a footing for the Vangelder garage
located at 2940 E. Grapeview Loop Road. I previously provided the lateral
engineering for the Vangelder garage in 2004.
The attached plan with modification clouded describes the scope of work.
1. The back of the existing shop can accept a 5'x4' window. The wall is 24%
loaded in seismic design and 28% loaded in wind design.
2. As an option to the 24"x24" footing pad the builder may post down to a 12"
retaining wall with ABA662 bracket. The concrete retaining wall can support the
post.
See attached builder's plan, lateral engineering, and plan view of the window
location are attached.
Please contact me with any questions regarding this project.
4/10/213
Letter#1 0 f r
r
Q> 37886
John Hodge P �
E1tPIRES: 121101
7 33I
I,.
Hodge Engineering, Inc.
John E. Hodge P. E.
2615 Jahn Ave NW Ste. E5 Gig Harbor,WA 98335
(253) 857-7055 Fax(253) 857-7599
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NOT SCALE
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN
Vangelder Lateral model.wsw WoodWorks®Shearwalls 2002 Oct 14,2004 13:33:19
level%d 1 of 2
- 1- - - - -- - - - -45'
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26' 25'
South 2 South 2 Line 0.00 12.00 80.0-105.2
South 3 South 2 Point 0.00 0.00 247
South 4 South 2 Line 12.00 24.00 105.2-80.0
South 5 South 2 Line 24.00 25.00 65.5
South 6 South 2 Point 24.00 24.00 247
West 1 West 2 Line -1.00 0.00 47.3
West 2 West 2 Line 0.00 34.00 61.8
West 3 West 2 Point 0.00 0.00 326
West 4 West 2 Line 34.00 35.00 47.3
West 5 West 2 Point 34.00 34.00 326
WIND DESIGN
FLEXIBLE DIAPHRAGM DESIGN
SHEAR RESULTS by SHEARLINE
Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response
Grp. Dir. FHS V[lbs] Unit V/FHS[plf] Inter Exter Perf Total V/FHS/Tot
1 1 2 Both 20.50 2382 70.1 116.2 462.2 1.00 462.2 0.25
2 2 Both 25.50 1186 34.9 46.5 462.2 1.00 462.2 0.10
2 1 2 Both 27.00 2382 70.1 88.2 462.2 1.00 462.2 0.19
2 2 Both 22.00 1186 34.9 53.9 462.2 1.00 462.2 0.12
A 1 1 Both 5.50 3943 164.3 716.9 781.2 1.00 781.2 0.92
2
2 Both 24.00 3943 164.3 164.3 462.2 1.00 462.2 0.3
2 Both 10.50 2122 88.4 202.1 462.2 1.00 462.2 0.4
SHEARWALL SEGMENTS
Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbs] Opening (ft]
Group Location Start End Sheathing Factor Force Capacity Width Height
1-1 1 I 2 0.00 0.00 34.00 20.50 1.00 2382 9475
Opening 1 1.00 3.00 2.00 5.00
Opening 2 5.00 9.00 4.00 5.00
Opening 3 25.00 29.50 4.50 5.00
1-1 2 I 2 0.00 0.00 34.00 25.50 1.00 1186 11786
Opening 1 5.00 9.00 4.00 5.00
Opening 2 25.00 29.50 4.50 5.00
2-1 1 I 2 24.00 0.00 34.00 27.00 1.00 2382 12480
Opening 1 3.50 7.50 4.00 5.00
Opening 2 11.50 14.50 3.00 5.00
2-1 2 I 2 24.00 0.00 34.00 22.00 1.00 1186 10169
Opening 1 5.00 9.00 4.00 5.00
Opening 2 15.00 19.00 4.00 5.00
Opening 3 25.00 29.00 4.00 5.00
A-1 1 I 1 0.00 0.00 24.00 5.50 1.00 3943 4297
Opening 1 1.50 15.50 14.00 5.00
Opening 2 18.50 21.50 3.00 5.00
A-1 2 I 2 0.00 0.00 24.00 14.00 1.00 2122 6471
Opening 1 3.50 8.50 5.00 5.00
Opening 2 16.00 21.00 5.00 5.00
B-1 1 I 2 34.00 0.00 24.00 24.00 1.00 3943 11093
B-1 2 I 2 34.00 0.00 24.00 10.50 1.00 2122 4853
Opening 1 3.00 8.00 5.00 5.00
Opening 2 15.50 19.00 3.50 5.00
Opening 3 20.50 23.00 2.50 5.00
DRAGSTRUT AND HOLDDOWN FORCES
Level Location [ft] Wall Position on Wall Holddown Force (lbs] Dragstrut
X Y or Opening Shear Dead Uplift Combined Force[lbs]
1 0.00 0.00 Line 1 Vert. Element 372 372
1 0.00 5.00 Line 1 Vert. Element 372 372
1 0.00 9.00 Line 1 Vert. Element 1302 1302 630
1 0.00 25.00 Line 1 Vert. Element 1302 1302 108
1 0.00 29.50 Line 1 Vert. Element 1302 1302 208
1 0.00 34.00 Line 1 Vert. Element 1302 1302
1 24.00 0.00 Line 2 Vert. Element 1137 1137
1 24.00 3.50 Line 2 Vert. Element 975 975 64
1 24.00 7.50 Line 2 Vert. Element 867 867 217
1 24.00 9.00 Line 2 Vert. Element 431 431
1 24.00 11.50 Line 2 Vert. Element 706 706 144
1 24.00 14.50 Line 2 Vert. Element 706 706 354
1 24.00 15.00 Line 2 Vert. Element 431 431
1 24.00 19.00 Line 2 Vert. Element 431 431
1 24.00 25.00 Line 2 Vert. Element 431 431
1 24.00 29.00 Line 2 Vert. Element 431 431
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