HomeMy WebLinkAboutBLD2002-01000 Add Living Space - BLD Permit / Conditions - 12/15/2003 Inspection Line(36 0)4 27-726 2
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2002-01000
OWNER: JERRY VERMILLION RECEIVED: 7/31/2002
CONTRACTOR: LICENSE: EXP: ISSUED: 12/15/2003
SITE ADDRESS: 8371 E STATE ROUTE 106 UNION EXPIRES: 6/15/2004
PARCEL NUMBER: 322344400000
LEGAL DESCRIPTION: G.L. 1 LYING NLY OF CO R/W EX S 24/53 PCL 1 OF BLA#00-40 8371 E STATE ROUTE 106 UNION
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
ADD LIVING SPACE 1 MILE EAST OF ALDERBROOK IN ON LEFT N
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: 1 Type of Constr.: V-N
Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3, U-1 Lot Size: Deck:
Type of Work: ADD Fire Dist.: 6 No. of Stories: 2 Occ. Load: Building:262 Garage-Attached 572
Valuation: Building Height: 22 Occ. Status: Primary Basement: Storage 200
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: N 10.0 Ft. Shoreline: Ft. Water Body: Hood Canal
Rear: S 11.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 23.0 Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: W 5.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Laundry Tray 1 Ventilation Fan 1 Plan Check Fee KLW 7/31/2002 $422.99 60073
Lavatories 1 Dryer Vent 1 EH Plan Review CEW 8/2/2002 $75.00 S12003
Showers 1 Planning Review Fee SAL 11/14/200 $150.00 S12003
Water Closets (Toilets) 1 Building State Fee JRN 11/20/200 $4.50 S12003
Clothes Washer 1 Mechanical Base Fee JRN 11/20/200 $23.50 S12003
Plumbing Fee JRN 11/20/200 $35.00 S12003
Plumbing Base Fee JRN 11/20/200 $20.00 S12003
Mechanical Fee JRN 11/20/200 $14.50 S12003
Adjust Plan Check Fee JRN 11/20/200 -$135.85 S12003
Building Permit Fee JRN 11/20/200 $441.75 S12003
EH Permit Revision CEW 12/1/2003 $35.00 S12003
Total $1,086.39
'� BLD2002-01000 Please refer to the following pages for conditions of this permit. 1 of 4
1
CASE NOTES FOR
BLD2002-01000
CONDITIONS FOR
BLD2002-01000
1) This application is subject to�uff rand Landscaping requirements as established under Mason County Ordinance
1.03.036.X
2) 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 ers signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
3) The use, handling and storage of hazardous m nal or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of
the Mason County Fire Marshal. X
4) 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
5) Residence need to be hooked up to the new drainfield prior to final/temporary occupancy.
X
6) Project proposal subject to the conditions/reiuirements of the Hearings Examiner Decision to Variance request No. VAR2002-00015 and associated
Habitat Management Plan (HMP).X ++ / .
ll
7) Site plan approval contingent upon r oll of small 5' by 11' unpermitted addition on NW side of existing cabin. This addition must be removed within 60
days of permit issuance.X
8) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. Structures
and /or land modifications (grading, cuts, fills, etc.) required in the geotechnical r or /assessment, may require a seperate permit. The geotechincal
report/assessment shall remain attached to the approved building plans. X
BLD2002-01000 Please refer to the following pages for conditions of this permit. 2 of 4
9) All upland areas disturbed or newly crepte by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt
fencing or straw matting). X
r
10) Approved per dimensions and setbacks on submitted site plan. X
11) 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 beg anted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Depa ent prior to any further inspections being performed or approvals granted.
X
12) In acc rdance 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. Are-inspection fee based on rates as adopted by the jurisdiction and the Uniform Building Code will be assessed if the owner and/or
contractor ail fo post the address on site prior to requesting inspections.
X
13) The plan review check list and corrections, along with the Energy Compliance Worksheet (when applicable)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 bg changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of
plans op 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
i
14) All replacement windows installe Os
all have a minimum .40 U-value. Replacement windows that do not meet current egree conditinos shall maintain the
same size opening or larger. X
15) All exterior wall Favi ies exposed during construction or remodeling work shall be insulated to the full depth of the wall cavity and inspected prior to
covering. X
4
16) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
17) The "approved" plot plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" plot plan is not on site, then
approval wil 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
Buildin D partment prior to any further inspections being performed or approvals granted.
X
18) 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 KiR9d shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
19) 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 Stat of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would
result in Qer it revocation.
X
BLD2002-01000 Please refer to the following pages for conditions of this permit. 3 of 4
.20) All changes o"approved" building plans that effect compliance with the Uniform Codes as amended and adopted, or any other Mason County ordinance
or regul "o , must be reviewed and approved by Mason County prior to construction.
X
J
21) The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the Unif rm Codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspectoq s II be made prior to requesting additional inspections.
X
22) THE �OLITION AND DISPOSAL OF DEMOLITION DEBRIS MUST MEET REQUIREMENTS AS PER MASON COUNTY REGULATIONS.
X
�l
23) All property lines shall be clearly identified at the time of foundation inspection. X
24) 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 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 C my ordinances and building regulations.
X c
25) 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 revented action from being taken. No more than one extension may be granted.
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 i a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.
OWNER OR AGENT: l DATE: j f C)
BLD2002-01000 Please referto the following pages for conditions of this permit. 4 of 4
20) 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, must be reviewed and approved by Mason County prior to construction.
X
21) 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 be made prior to requesting additional inspections.
X
22) THE DEMOLITION AND DISPOSAL OF DEMOLITION DEBRIS MUST MEET REQUIREMENTS AS PER MASON COUNTY REGULATIONS.
X
23) All property lines shall be clearly identified at the time of foundation inspection. X
24) 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
25) 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
26) Attic storage 's al owablp, wever at no time shall the attic space above the garage be converted or used as habitable living /sleeping
space.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 owner or 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 revie and inspection.
OWN ER OR AGENT: DATE:
BLD2002-01000 Please referto the following pages for conditions of this permit. 4 of 4
CONCRETE MECHANICAL MANUFACTURED HOMIY
'Footings/Set acks Date j.,jL,1()`f By; . Ribbons
Date 2 z p By Gas Piping Date By
ovnda on lls Date By Set-up
D _
a eYF'z
'� �l D B INSULATION Date By
B G / Slab Insulation Floors Final
Date By Date �fN �< By JiVS Date By
FRAMING Walls �i FIRE DEPT
Date D By Date '%!o 0 By c -5 Date By
PLUMBING Attic / OTHER
Groundwork Date ( /`'
By
Date By WALLBOARD N G
D.W.V. Date 012iloy y
Date 061100 By FINAL INSPEC
Water Line Date
Date �l By Date By
2-HL
01 AZqlo!y hq cbY::cigp Lw;F�
� r Fsci auF6r aFN aefrpv g� GoM1�la •
a
pprss y
FNfr— �iFss o `l MEL
=r— m Fit I
y " - rA i 51310
1Re
DRE L&t mc- ,'(ec! s 29 bo 11 10c4 z Fea,A► Pe,1100
.i: iti:= K1' t Cc y Z S2Q t`Ici141, wk J�
tr
Cob / �,Z/ dam/ � r
�ni►q — ( e vS / /�lvJvO —
O CA
(T1
0
Request To Revise An Approved Plan
Permit Number: BLD200--)- -ol 0on Name -_�e y-�,_f
Parcel Number oZ & -. 0000r) Phone Number daytime
Project Address 03 7 ' fv��10& Mailing Address to cc
Please provide a complete, detailed description of the proposed revisions to the approved plans:
Are two sets of the revised plans or addendum indicating the changes included? 51' e ❑ No
Are the approved site plans included?
o
Are the revisions clearly and accurately identified on the plans or addendum? W//yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? Yes ❑ No
If Yes, Has the engineer or architect approved this revision? Yes ❑ No
Is a stamped and signed approval included with this request? Yes ❑ No
(Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.
Does the proposed revision modify the footprint or location of the structure? Yes ❑ No
If Yes, Is a revised site plan,with all new setbacdimensions included with this request? �-
S► ��Q�I l 5 C I YI l I'� El Yes �No
Additional Information:
Applicant's signature pP � Dater,
Office Use Only Received by: 0 kk
Date Sent Assigned To Approved By Date
Original Valuation: $
W90-03 Additional Valuation: $
ig/p, II (Hto3 Sq.Ft. x$ $
g Total New Valuation $
103
Additional Fees:
❑ P.W. Additional Planning Dept. $
Additional Plan Review $
New Setbacks: Front / Rear / Additional Building Permit $
Side1 / Side2 / Additional Plumbing $
Additional Conditions/Comments: Additional Mechanical $
Additional E.H.Dept. $
Other $
Total Amount Due: $
Amount To Be Paid Up-Front$ mCy
rech initial
OCT 15 2003 Revised SRG 9/2212003
426 W2 CEDAR cT.
�� CIO
Case Activity Listing 5/3/2005
10:07:19AM
Case #: BLD2002-01000
P14
Assigned Done
Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By
BLDA200 HOLD 8/16/2002 12/15/2003 Hold DONE PBC KS 12/15/2003 KS
Variance partially approved to allow for 596 square foot garage per H.E.decision available from Planning Dept.and parcel file. Adding additional 7 by 8 foot foyer,allowed under 10%provision w/
condition of removing small unpermitte addition on West side of home where laundry room is.SAL
pending completion of Mason Environmental Permit Variance for this project. There is currently an incomplete application submitted,which does not specifically address this project,but may evolve to do
so. Ball is in the applicants court-see file for VAR2002-00015 in Pam's office for correspondence and case history.pbc
BLDC110 Footing Inspection 2/19/2004 2/24/2004 None PASS MEC 2/25/2004 KLW
FOOTINGS AND SETBACKS GARAGE ONLY,PASS FOYER TO BE CHECKED LATER.
BLDA510 Reprint Building Permit 3/1/2004 None DONE JRN 3/1/2004 NJP
BLDA920 Miscellaneous Action 3/1/2004 None DONE JRN 3/1/2004 NJP
Provided copy of IRC R-3/U-1 fire separation policy for use in garage-attic fire separation as sttic storage truss width will exceed 12',and attic will be in excess of 200 square feet,JRN 03-01-04
BLDA510 Reprint Building Permit 3/25/2004 None DONE JRN 3/25/2004 LDK
BLDC140 Framing/Plumbing/Mechanical 4/6/2004 4/8/2004 None FAIL MEC 4/9/2004 KLW
FOYER FOOTING, 1.PLUMBING SUPPLY MUST HAVE MIN 40 PSI,2.DWV MUST BE 100 PERCENT FULL WATER TO TOP OF VENT,3.INSTALL HURRICANE CLIPS ON TRUSSES MIN
48"O.C.,4.INSTALL 2"X 4"POST UNDER DOUBLE TRUSS IN WALL AT DOOR SIDE,FLAT FOR 100 PERCENT BEARING,5.INSTALL CAULK AND SEAL PACKAGE,6.INSTALL
SIDING AND TYVEK,WINDOWS,7.AD ANCHOR BOLTS,MIN48"O/C,2 PER PIECE OF SILL, 12"FROM ANY SPLICES, 8.FINISH LATER FRAMING ABOVE STAIRS,MAX SPACING
FOR SHEATHING 24"O/C,9.TEMP GLASS REQD AT TOP OFF STAIRS AND FURR OUT WALLS AT GABLE ENDS, 10.INSTALL 1/2 WALL AT STAIR WELL, 11.SUBMITT REVISED ROOF
LAYOUT FOR ADDITION AND BONUS ROOM STORAGE AS HEATED FOR REVIEW, 12.AD EXHAUST FAN AT LAUNDRY AREA IF INSULATING AND DRYWALL.
BLDC130 Plumbing Inspection 5/13/2004 5/18/2004 None PASS RLS 5/19/2004 PIB
BLDC125 Framing Inspection 5/13/2004 5/18/2004 None FAIL RLS 5/19/2004 PIB
SEE ATTACHED
BLDC135 Mechanical Inspection 5/13/2004 5/18/2004 None FAIL RLS 5/19/2004 PIB
SEE ATTACHED
Page 3 of 4 CaseActivity..rpt
Case Activity Listing 5/3/2005
10:07:19AM
IP10 Case#: BILD2002-01000
Assigned Done
Activity Description Date l Date 2 Date 3 Hold Disp To By Updated Updated By
BLDA010 Application Received 7/30/2002 7/31/2002 None DONL KLW 7/31/2002 KLW
�I
i
BLDB200 Environmental Health Review 7/31/2002 8/2/2002 None DONE CEW 8/2/2002 CEW
new septic system across highway,see condition
BLDB110 Building Plan Review 7/31/2002 9/9/2002 None DONE RLS 10/22/2002 RLS
Review completed sent to case manager RLS 10-22-02 Recieved engineering for garage walls reviewed plans waiting to hear from mr Vemullion because of scaling out site plan it's 4'to side of building
??? RLS 09-19-02addition of bedroom was engineered cause of unusual shape.Garage addition is also unusual shape it also redquires engineering 09-09-02 RLS
BLDB130 Planning Review 7/31/2002 10/22/2002 None DONE PBC PBC 8/5/2004 KLF
Variance partially denied.see notes below and H.E.decision.SAL
pending resource ordinance Fish and Wildlife chapter variance
BLDB007 Plan Revisions Submitted 10/15/2003 None DONE SRG 10/15/2003 SRG
changed structure to make smaller,changed setbacks.SRG 10-15-03
BLDA990 Plot Plan Revision Received 10/15/2003 None DONE SRG 10/15/2003 SRG
new site plan submitted with changes included SRG 10-15-03
BLDB160 Planning Req.for More Info 10/21/2003 None DONE SAL 10/21/2003 SAL
Jerry,
I've been looking at the site plan and drawings with the Building Department. 'There seems to be some discrepancies between these. Scaling out the foyer on the site plan it looks like it 8'by 8.5',which
exceeds 101/6 of the cabin,but the 7'by Vas shown in the drawings works fine. The site plan also doesn't seem to show the covered entry ways proposed in the drawings on the front and back of the foyer.
We can't permit these covered entry ways as shown. They are beyond the scope of the 10%allowance under the Resource Ordinance and would require review under a new variance request You can have a
1.5'overhang max.on the front and back of the T by 8'foyer. There was never any discussion about these covered entry ways that you have proposed. If you were actually proposing these covered entry
ways they should have been shown on your revised site plan. I'm not sure that we need to have you revise the plans,but we'll need to have something from you acknowledging that the covered entry ways
will not be constructed as drawn,and the roof overhangs will not exceed 1.5'. Since the size of the foyer doesn't match on the site plan,well also need something from you acknowledging that the actual size
is T wide by 8'deep. Submitting something signed in writing to this effect should,for my purposes help avoid having to redraw the plans. You should also talk to the building deptartment though,to be
sure this will work for them. I've discussed it with Jenny Nickerson ext.219,and it seemed like this would probably work for them too.
Thank you.
Page 1 of 4 caseActivity-rpt
Dol CA
aa�
I
6aa� • CLCu'b"'dca) .max cl
4 d�s mod.
PERMIT NO ' BLD
MASON COUNTY
BUILDING PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 2754467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT.INFORMATION CONTRACTOR INFORMATION
Owner ILL i dt4 Contractor Name
Mailing,Address i S. Mailing Address
City State ls�Zip Code ef t<1 Zk City State Zip Code
Phone _ a► Other Ph.( 3LD Ph.( Other Ph.L
Lien/Title Holder Contractor Reg. #
Address Expiration
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic_4' Existing Septic Connect to Sewer
System Name of Sewer System Well Wat r System Name of
Water System 6- 2. '
PARCEL INFORMATION-12 digit Tax Parcel No. /U�Q Fire Dis rict
Legal Description u 'f
Site Address(Please include street name, street nu ber and city)
Directions to site L L
Will timber be cut and sold in parcel preparation? (Yes/No) _
Is your property within 200' of the following: Body of Water(Name) �� � L- Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENC SEASONAL RESIDENCE❑
TYPE OF JOB New Add Alt Repair Other Use of Building
Describe Work
No. of Bedrooms_ No. of Bathrooms SQUARE FOOTAGE-1st FI or 2nd Floor
3rd Floor Loft Basemen Deck Other sq. ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Macke odel 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.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
f
X : e X Date
I FOR OFFICIAL USE BEYOND THIS POINT
Accepted by Date ubmittal Amount Due Receipt No.
DEPARTMENTAL REVIEW APP OVED DENIED CONDITION CODES
Building De rt ent Z'Dy J �(O (�j CSC. C-gS�j
Occ GroupType Constr. jp-2
Planning Department 11
Environmental Health Department RECEIVED
Public Works Department 3 O 2002
I ,
Fire Marshal
426 W. CEDAR ST:
L0
Valuation $ V=t oq
FEES
Building Permit Fee _ L L 1,� Site Inspection
Plan Review Fee O H Review Fee
Plumbing&Base Fee ) Planning Review Fee
Mechanical&Base Fee '`t's 0 _ Other
Wood/Gas/Pellet Stove Fee State Fee L
Violation Fee L; . r-a Pre-Paid at Submittal ( )
'� TOTAL FEES
PERMIT NO.:
MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275-4467 Elma(360)482-5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Contractor Name
Mailing Address Mailing Address_
City State Zip Code City State Zip Code
Phone) Other Ph.0 Ph.( Other Ph.(
Lien/Title Holder Contractor Reg. #_
Address Expiration
SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of
Sewer System
PARCEL INFORMATION - 12 digit Tax Parcel Nth. 2 a3 / L-114 / COQ�X-) Fire District
Legal Description -)r ?. /,,,-f
Site Address (Please include street name,street number and city) T IS'7
Directions to site �_� L e J*,4—,Jk:46y� %N_ 6-1 �&j2t(N 11 cz. Q SZQ :1
Is your property within 200'of the following: Body of Water (Name) �' T` c�L _ Saltwater $0
Lake River/Creek Pond Wetland Seasonal Runoff Stream
Slopes or Bluffs
TYPE OF JOB New Add Alt Repair Other Use of Building
Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet—�E El
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump
Toilets I Type of Unit No.of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers I Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kitchen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other L.T- Other CGS
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No change�spall�t�e�c�vithout
approval. ,,� first obtaining approval. p E(v't-1 V l—V
X r (1414.W ate / 114)Ld IX
FOR OFFICIAL USE BEYOND THIS POINT 426 W CEDAR STD
Accepted by Date Submittal Amount Due Receipt No.
LJEPARTMENTA[ RPNiEW. :: : ..AP ROVED€ DENIED CONl31#IffNG�fUES
Building Department
Occ Group Type Constr.
Planning Department
Other
Other
FEES
Permit Fee Site Inspection
Plan Review Fee UFC Plan Review Fee
Plumbing&Base Fee Other
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
C� N� .STA MASON COUNTY
o P c N DEPARTMENT OF COMMUNITY DEVELOPMENT
A
s ° Planning Division
N T �? P 0 Box 279,Shelton,WA 98584
15
.0J Y ~ (360)427-9670
1864
REQUEST FOR ADDITIONAL INFORMATION
October 21, 2003
JERRY VERMILLION
8371 HWY 106
UNION WA 98592
Parcel No.: 322344400000
Project Description: ADD LIVING SPACE
Dear Applicant:
You have submitted a permit application (case no. BLD2002-01000) for proposed
construction or development in the county. Upon review of your application, I require
additional information to complete the permit review process.
Therefore, review of your application will not proceed until the necessary information
is provided (see the comment section of this letter for details.) Once the information
is submitted and the application is complete, I will continue to process your
application accordingly. If the additional information is not provided to the County
within 180 days of this request, the application shall expire: and no further action on
the proposed development shall take place.
Please contact me at (360) 427-9670, ext. 286 if you have questions.
Sincerely,
Scott L necker
Land U anner
Mason County Planning Department
10/21/2003 1 of 2 BLD2002-01000
REQUEST FOR ADDITIONAL INFORMATION
10/21/2003 Case No.: BLD2002-01000
Comments: Jerry
I've been looking at the site plan and drawings with the Building
Department. There seems to be some discrepancies between these.
Scaling out the foyer on the site plan it looks like it 8' by 85, which
exceeds 10% of the cabin, but the 7' by 8' as shown in the drawings
works fine. The site plan also doesn't seem to show the covered entry
ways proposed in the drawings on the front and back of the foyer. We
can't permit these covered entry ways as shown. They are beyond the
scope of the 10% allowance under the Resource Ordinance and would
require review under a new variance request. You can have a 1.5'
overhang max. on the front and back of the 7' by 8' foyer. There was
never any discussion about these covered entry ways that you have
proposed. If you were actually proposing these covered entry ways
they should have been shown on your revised site plan. I'm not sure
that we need to have you revise the plans, but we'll need to have
something from you acknowledging that the covered entry ways will not
be constructed as drawn, and the roof overhangs will not exceed 1.5'.
Since the size of the foyer doesn't match on the site plan, we'll also
need something from you acknowledging that the actual size is 7' wide
by 8' deep. Submitting something signed in writing to this effect
should, for my purposes help avoid having to redraw the plans. You
should also talk to the building deptartment though, to be sure this will
work for them. I've discussed it with Jenny Nickerson ext. 219, and it
seemed like this would probably work for them too.
Thank you.
10/21/2003 2 of 2 BLD2002-01000
I
James W. Ashley-Cole, P.E.
CONSULTING ENGINEER
STRUCTURAL CALCULATIONS
For
Vermillion Residence
Addition
8371 Highway 106
Union, WA
Project No.2003.109
September 26,2003
Extent of Analysis; The red-marked plan, details,general notes, and sealed engineering
calculations included with this submittal have been prepared exclusively for the following
aspects of this residential addition:
• Provide analysis of the existing roof collar tie truss.
• The existing floor framing and foundation design is by others.
• No aspect of the new connection canopy or new garage has been addressed by this submittal.
• Investigation of soils at the project site including slope stability, surface and subsurface drainage
requirements are by others.
Non-structural building systems, including: thermal or moisture protection, furnishings, doors,
equipment, mechanical electrical, finishes, siding, paneling veneers, paints and coatings are not
the responsibility of the Engineer of Record.
Dimensions shown on the plans have been provided by the Owner's Designer and have not been
verified by the Engineer of Record.
ASH
Desien Criteria: F WA
Floor Live Load: 40 PSF ��-
Roof Live Load: 25 PSF y r
Wind: 80 MPH Exp. C
Seismic: Zone 3 3547' 'o
rsT I (�
SfONAL
EXPIRES:9/
1800 Cooper Point Rd. SW Bldg.10 Olympia,W 98502 Tel (360)709-0807
STRUCTURAL NOTES
These structural notes apply to all structural components in the residential addition. Any
discrepancies found among the drawings, these notes and the site conditions shall be reported to
the Engineer of Record, who shall correct such discrepancy in writing. Any work done by the
Contractor after discovery of such discrepancy, but prior to correction of such discrepancy, shall
be done at the Contractor's risk. The Contractor shall verify and coordinate dimensions among
all drawings prior to proceeding with any construction work or fabrication. The Contractor is
responsible for all bracing and shoring during construction. The contractor shall field locate and
identify all site utilities prior to performing any site excavation or demolition.
Non-structural building systems, including: thermal or moisture protection, furnishings, doors,
equipment, mechanical electrical, finishes, siding, paneling veneers, paints and coatings are not
the responsibility of the Engineer of Record.
Dimensions shown on the plans have been provided by the Owner's Designer and have not been
verified by the Engineer of Record. Contractor shall field verify and coordinate all dimensions
shown with the existing conditions.
CONSTRUCTION STABILITY
The design, adequacy and safety of erection bracing, shoring, temporary supports, ect., is the sole
responsibility of the Contractor, and has not been considered by the Engineer of Record. The
Contractor is responsible for the stability of the structure prior to the completion of the lateral
system, including: shear walls, roof and floor diaphragms and finish materials. The Contractor
shall provide the bracing necessary to provide stability to the structure prior to the completed
application of the lateral system. During construction the Contractor shall keep loads within the
design roof and floor loads limits shown on the drawings. After construction the Building Owner
shall keep loads within the design loads shown on the drawings and shall engage the services of a
licensed Professional Engineer to evaluate the effect of any proposed tenet improvements
GENERAL FOUNDATION NOTES
The foundation is existing and has not been addressed by this submittal. This foundation is by
others.
GENERAL FRAMING NOTES
1. ( V) Denotes shear walls. Refer to the Shear Wall Schedule for requirements.
2. Sheathing notes: Place sheathing with the long dimension perpendicular to the supports and
with a staggered layout. All sheathing panels shall be 4 ft x 8 ft minimum. At edges of roof
and floor diaphragms where sheets may be smaller than 24 inches, unsupported sheathing
edges shall be fully blocked and nailed per the shear wall schedule, or 6 inches o/c minimum.
All call outs for nails in these notes and details correspond to COMMON type nails.
3. Roof sheathing: Roof sheathing shall be minimum 7/16 inch thick plywood, APA rated
Wood Structural Panel for exterior exposure, Exposure 1, rating 24/16, (5)- ply minimum
with panel clips. Unless noted otherwise, nail sheathing with 8d common at 6 inches o/c
along perimeter of diaphragm boundaries, perimeter of all roof penetrations and skylights,
and all supported edges of sheathing. Provide field nailing of 8d at 12 inches o/c.
4. Floor sheathing: Floor sheathing shall be minimum 3/4 inch thick T&G plywood, APA
rated Wood Structural Panel, rating 48/24. Glue and nail sheathing with 10d common at 6
inches o/c along perimeter of diaphragm boundaries, perimeter of all floor penetrations, and
all supported edges of sheathing. Provide field nailing of 8d at 12 inches o/c.
5. Wall sheathing: Wall sheathing shall be minimum 7/16 inch thick APA rated Wood
Structural Panel for exterior exposure, Exposure 1, rating 24/16. Block all horizontal edges of
sheathing at shear walls. Nail sheathing with 8d common along all vertical and horizontal
edges per shear wall type. Refer to the Shear Wall Schedule for requirements
6. Unless noted otherwise, support headers with dbl stud bearing, minimum.
CODES AND DESIGN
All methods, materials and workmanship shall conform to the 1997 Uniform Building Code
(UBC) as amended and adopted by the local Building Department. All reference to other codes
and standards, such as ACI, ASTM, AISC, etc. shall be for the latest or most current edition
available.
DESIGN LIVE LOADS
Seismic: Zone 3, Z=0.3, 1= 1.0, R= 5.5
Wind: Wind Speed= 80 MPH, Exposure B, I= 1.0, Method 2
Roof 25 PSF
Floor: 40 PSF
STRUCTURAL CONCRETE
GENERAL
All concrete shall meet the requirements of ACI-301, "Specifications For Structural Concrete For
Buildings." Proportioning of ingredients for each concrete mix shall be by Method 2 or the
alternate procedure given in ACI-301, Chapter Seven. Place concrete per ACI-304 and conform
to ACI-306R for cold weather placement and ACI-305R for hot weather placement. All concrete
thicker or deeper than 4 inches shall be vibrated during placement. Use internal mechanical
vibrators. Do not over-vibrate. Inserts, bolts, boxes,pipes, conduits, and other accessories shall
be securely installed and inspected prior to placing concrete. Remove water, debris, wood, and
loose concrete from space where concrete is to be placed.
Protect all concrete from premature drying, excessive hot or cold temperature. Curing should
start immediately after the concrete has been finished and be continued for at least seven (7)
days.
PROPERTIES
Footings,foundation walls and slab-on-grade:
• f c : 2500 PSI minimum at 28 days, 5 `/z sack minimum mix
Slump : 5 inches maximum
4 inches maximum at interior slab-on-grade
water/cement : 0.45 maximum by weight
air entrainment : 5%+/- 1%
3%+/- 1%at interior slab-on-grade
3/<inch maximum size aggregate
MATERIALS
Cement: ASTM C 150,normal—Type I or I-H
Coarse and fine aggregate: ASTM C33
Water shall be clean and not detrimental to concrete.
Vapor Barrier: ASTM E 154, Virgin polyethylene sheet, not less than 8 mils thick.
Place retarder sheet over prepared surface aligning longer dimension parallel to direction
of pour and lapped 6 inches. Seal lapped joints.
ADMIXTURES
Water reducing admixture: ASTM C494, Type A. Admixtures shall be used in exact accordance
with manufacturer's instructions.
Air entrainment: ASTM C260 and ASTM C494, except those containing chlorides may not be
used.
No other admixture permitted unless approved by the Structural Engineer of Record. Do not use
calcium chloride, or fly ash and related materials.
PLACEMENT
A. General: Comply with requirements of ACI 304 and as follows:
1. Schedule continuous placement and consolidation to prevent formation of cold joints.
2. Deposit concrete as close as possible to its final location,to avoid segregation.
3. Thoroughly consolidate without displacing reinforcing using internal vibrators.
4. Strike off and level concrete slab surfaces, using bull floats before bleed water can collect on
surface. Do not work concrete further until finishing operations are commenced.
REINFORCING STEEL
Reinforcing steel shall conform to ASTM A615 Grade 60 new billet stock, deformed steel free of
rust, scale or other bond-reducing coatings. Tie bars securely with #16 double annealed wire.
Fabricate in accordance with ACI 315.
Provide support as indicated or recommended by ACI STD 315. Reinforcing shall be placed in
accordance with"CRSI Recommended Practice For Placing Reinforcing Bars."
CONCRETE COVER
The following concrete cover shall be provided for reinforcement:
• Concrete cast against and permanently exposed to earth:
3 inches for footings
2 inches for interior slab-on-grade
• Concrete exposed to earth or weather:
1'/z inches for#5 bars and smaller and WWF
CONCRETE WALL REINFORCING
At all openings provide (2) #5 along each side of opening, (2) #5 diagonally at each comer of
opening. Rebars shall extend 28 inches minimum beyond edge of opening.
ADHESIVE ANCHORS
INTO CONCRETE
Adhesive anchors shall consist of a threaded anchor rod, nut, and washer and an injectable
adhesive material. Manufacturer's instructions shall be followed for all installation steps
including: material handling and storing, substrate drilling and cleaning, and adhesive
installation.
1. The injectable adhesive material shall be HIT HY 150, as manufactured by Hilti, Inc. Only
injection tools and static mixing nozzles recommended by the manufacturer shall be used.
2. Anchor rods shall be ASTM A36 furnished with two chamfered end so that either end will
accept a nut and washer.
PRESSURE TREATED WOOD
Preservative treatment: All lumber required to be preservative treated shall be pressure treated in
accordance with UBC requirements to bear the FDN grade mark. Each piece of treated lumber
shall bear an approved quality mark or that of an approved inspection agency which maintains
continuing supervision, testing and inspection over the quality of the product, as described in the
UBC standards, and shall be identified as required by these standards.
Where FDN lumber is cut or drilled after treatment, the cut surface shall be field treated with
approved preservatives by repeated brushing, dipping or soaking until the wood absorbs no more
preservative.
WOOD FRAMING AND LUMBER GRADING
Allowable stress required shall be in accordance with standard grading rules of West Coast
Lumber No. 16. Moisture content shall be maximum 19%. All studs, plates and blocking at shear
walls, load bearing and exterior studs and plates shall be of grade Douglas-fir#2 or better, unless
noted otherwise. Structural Panel Sheathing including Plywood and Oriented Strand Board
(OSB) sheathing shall be APA grade trademark sheathing with nominal thickness as indicated on
the contract drawings. Transfer loads from beams and posts directly to foundation by way of
continuous posts and solid blocking. Glue-lam beams shall be 24F-V4, DF/DF.
Wood framing details, not shown otherwise, shall be constructed to the minimum standards of
the UBC and shall conform to Table 23-H-B-1 Nailing Schedule of the UBC. Unless noted
otherwise, all nailing call outs refer to common type nails.
Notations on drawings relating to framing clips, joist hangers and other connectors refer to
catalog numbers manufactured by the Simpson Strong Tie Company, San Leandro, CA, Catalog
C-2003.
SECTIONS AND DETAILS
Sections and details showing reinforcing, bolts, framing members, and connections are intended
to illustrate specific detail. No attempt has been made to show all elements passing through a
specific section or detail. Exposed bolted beam connections may have to be furred by the
Contractor to conceal connector. Construction details not specifically shown on the drawings
shall follow similar details or sections of this project as approved by the Engineer.
CONSTRUCTION OBSERVATION
The Contractor shall notify the Building Official and the Engineer of Record for the inspection of
the following: AU items required by the building department.
SHEAR WALL GENERAL REQUIREMENTS
All horizontal and vertical panel edges of shear walls shall be backed with minimum 2 inches
nominal framing or blocking. Holdowns are typically attached to DF double studs minimum,
unless noted otherwise, near the end of a solid wall, just before an opening. Refer to the
Architectural Floor Plans for location of solid walls and openings. Nail wall sheathing to the full
height of all end studs at holdowns per edge nailing of shear wall. Use a holdown above and
below floor with a threaded rod when attaching through a floor, as illustrated in the Simpson
Catalog. Holdown installation and anchor bolt embedment and configuration shall be per
recommendation in Simpson Catalog C-2003. All anchor bolts shall be provided with 2" x 2" x
3/16"plate washers.
1 MAXIMUM SHEAR=260 PLF (DF FRAMING)
Provide 2x HF#2 pt plate. Studs shall be DF#2.
Use 7/16 inch minimum at one face of the stud wall. Block horizontal edges and nail all vertical
and horizontal edges with 8d common nails at 6 inches o/c. Provide field nailing of 8d at 12
inches o/c. Bolt P.T. sill plate to the foundation with 5/8 inch diameter anchor bolts at 60 inches
o/c maximum spacing. See plans for locations and sizes of holdowns.
Where shear wall is to be provided on an existing concrete foundation provide the following:
Simpson UPF10 with a spacing of 32" with (2)- %2 inch dia. A307 rods with 3 5/8 inch
embedment and concrete doweling adhesive or supplement the existing anchor bolt spacing with
5/8" dia. rods with 3 5/8" embedment spaced to achieve the minimum specified spacing noted
above.
2 MAXIMUM SHEAR=349 PLF (DF FRAMING)
Provide 2x HF#2 pt plate. Studs shall be DF#2.
Use 7/16 inch minimum at one face of the stud wall. Block all horizontal edges and nail all
vertical and horizontal edges with 8d common nails at 4 inches o/c. Provide field nailing of 8d at
12 inches o/c. Bolt P.T. sill plate to the foundation with 5/8 inch diameter anchor bolts at 48
inches o/c maximum spacing. See plans for locations and sizes of holdowns.
Where shear wall is to be provided on an existing concrete foundation provide the following:
Simpson UPF10 with a spacing of 32" with (2)- %2 inch dia. A307 rods with 3 5/8 inch
embedment and concrete doweling adhesive or supplement the existing anchor bolt spacing with
5/8" dia. rods with 3 5/8" embedment spaced to achieve the minimum specified spacing noted
above.
3 MAXIMUM SHEAR=490 PLF (DF FRAMING)
Provide 2x HF#2 pt plate. Studs shall be DF#2.
Use 7/16 inch minimum at one face of the stud wall. Block horizontal edges and nail all vertical
and horizontal edges with 8d common nails at 3 inches o/c. All framing studs receiving edge
nailing from abutting sheathing panels shall not be less than a single 3-inch minimum nominal
member. Provide field nailing of 8d at 12 inches o/c. Bolt P.T. sill plate to t4e fOUR4 1pn yYO
5/8 inch diameter anchor bolts at 28 inches o/c maximum spacing. See plans for JAGations fRO
Sizes of holdowns.
Where shear wall is to be provided on an existing concrete foundation provide the following:
Simpson UPF10 with a spacing of 32" with (2)- '/2 inch dia. A307 rods with 3 5/8 inch
embedment and concrete doweling adhesive or supplement the existing anchor bolt spacing with
5/8" dia. rods with 3 5/8" embedment spaced to achieve the minimum specified spacing noted
above.
PROJECT NUMBER: 02xD . l 2
James W. Ashley-Cole, P.E. DATE:
CONSULTING ENGINEER c0elz)e(�
SHEET OF
OER
P-L Mau
p) !Lt........
P,.L COMMON
PIC 7 or 02 ft 4:12 :1
C muc 1 WON TORC., COfl 3 3(
KAM,OTW ROOF
dd b6 37•20
2
P.r.COMMON
of#1 4.12
PX COMMON DBt SWO -,/-OvL STUD OR 4.4 ROOF
OR 4.4
.--C.::t: '-j -FM5)2v4
��.L COMMON 73T EXWM
1 4.4 KING POST Roof
; IACE OR ED POST
AP.E.C 12 TO REMMM CONNECI
P4 COMMON OF#2
2.6 CAR TNO
PX ./2.ATN24 O.C�
(OFT)
C
I I Poor
P.
...... ........ 74
Flow
"pSR� QED
-ENDKEPED TMJSSES AT 24*Or.
NATING SOW/VENTED DLOOC AT
INNO 70 BE US RAFTERSTA721-
A CMDEWK W/P400
f Framin Plan
5CAL 4 - -V
PROJECT NUMBER:
James W. Ashley-Cole, P.E. DATE. 7/20�03
CONSULTING ENGINEER
SHEET OF
I
I
1 � ---------- -f------------
1 � I r-
I
Ear l
I -
I � I
-
1 ; 1;I
DOE I^ I
I I I
I I
I I DOL SKID OR 4.4 I;
I 1 I I 1YP U CND j l
WE wr "N
yEpry 1 �L- -J I fLOW WALL I
OWNER I '
1
i 1 I
l M
� I HA ER
LPlan
LNES Of 04 T r SHEATHNC
ER3�/h0 ITI P`CN i I Wl SHE"UNOMION ; I SHEATHNO0 HOUSE I1I; I PRAMWL------- -------� T ALLOARAOERM awS
pLATEM.
O.c ALL FC
n ramin N�'u I
PROJECT NUMBER:,��i ld�
James W. Ashley-Cole, P.E. DATE: `�/Z¢/a 3
CONSULTING ENGINEER
SHEET OF
\
2,j;
v
@z4 ye,
�
PROJECT NUMBER:�eeb!?�/&
James W. Ashley-Cole, P.E. DATE: /Q�f 0 3
CONSULTING ENGINEER
SHEET OF
N
PROJECT NUMBER: d�,�C/
James W. Ashley-Cole, P.E.
DATE:
CONSULTING ENGINEER
lCs SHEET OF
vwr
G
3603521529 OLYMPIC STRUCTURES 340 P02 SEP 26 '03 08:03
VG 10-0-7 DC 10-0-7
Nwo 6-12 no 6-12
au 4
m �
w
rc� e 3 0 9-e-12
a
a a
a_
a L
d8
5-8.10 Tc Tc
M
A
C
G i L 81 K {t 0
—16-6-0 —
Job: CH0924Co1e Mark: Al 2 _TR 160600— 7.5 1- 0- 0 1- 0_ 0 Scale: 0.2421,
00 10-0-7
KO 6-12 DO 30-0-7
Jim 4 a0 6-12
CN NN 4
rn
w
k'� �-�� __ I -3-0 ��.. 12-1-I6 .-1 6 6 0
8
7.5I t p
5-3-30 TC Tc
lrt
A
C
L�Q D al
I( I1
Job: CH0924Co1e Mark: A2 _4 TR 160600! 7.5 1- 0- 0 0.256" 1'
NO 8-13
as 4 20 0-13
g Ha 4
m
aMLI I 4-0-2 6-A-s0 b-8-10 4-0-2 ICN
-+4I L2�}�.1.—...0=3`� -13-2 3
6�c6_
s
OA)
7 s I sc
2xs- vs
5-20-11 ar D
Tc G �
A 2- 0- 0 G
1 1.Sa<u C
s-3-o
ALL PXATL8 ADZ LOCX20
Job: CB0924Co1i Mark: A3 6 CAT1 160600 7.5 1- 0- 0 1- 0- 0 SCa10: 0.224,t
ioo3 vara,�ao.00e+r„mvi.onwrw�von o s.9QGQooa ra;+o AM Pop — — _ - - -- —— _— ._. —
PROJECT NUMBER: Z6D� 7
James W. Ashley-Cole, P.E.
DATE:
CONSULTING ENGINEER
SHEET OF
g
L
l
� 2 z
zCKe 5o
ae
IF= �bZ
PROJECT NUMBER:
James W. Ashley Cole, P.E.
DATE:?/n/
3
CONSULTING ENGINEER
SHEET:Z OF
:77
3,� / 07D44�
0�3
g
z
Z
J6 4,7
Gam¢
Cloti z 93cr
165
(,!)� '2 Z �`��� /9 rr Y ��1 Av 1,
PROJECT NUMBER:
James W. Ashley-Cole, P.E.
DATE: 9 2`3 D 3
CONSULTING ENGINEER
SHEET 5 OF
90 Wig
4.17,
�s
-f-
co ��`2�?2� ��P�•�.
PROJECT NUMBER:
James W. Ashley Cole, P.E.
DATE:
CONSULTING ENGINEER
SHEET4, kOF
b ^
-----
AI
c
�� LvUGL
1
T� Z /2e1
sw/x. l
PROJECT NUMBER: 2Cj�j lDef
James W. Ashley-Cole, P.E.
DATE: �%� (nj
CONSULTING ENGINEER
SHEET OF
W4,41
. l >
/5b�P
� J �
12
PROJECT NUMBER:z�
James W. Ashley-Cole, P.E.
DATE:
CONSULTING ENGINEER
SHEET 6, OF
m
Al,
toe ) -Z
0
Olt
3ID
-7 ►� n
14 zs
�Q
-9 o C 1 b = /CM7 2 /s %r� �� 'Z =ls�
pl
sna a � . �s rZ - !�.I Cot 221 , 14 3 (� d
R V:7 ecx( t
PROJECT NUMBER:
James W. Ashley-Cole, P.E a DATE: 0 5,
rCONSULTING ENGINEER j'
SHEET OF
�v,
r ^
-O&b
�r
REVISED (:--P7LA:N\�(P-�) REVISION
DATE RECEIVED
DATE