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HomeMy WebLinkAboutBLD2007-01228 Cancelled Windmill on Foundation DDR2007-00221 - BLD Permit / Conditions - 1/26/2008 Inspection Line(360)427-7262 t 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 BLD2007-01228 OWNER: JAMES ROSWELL RECEIVED: 7/6/2007 CONTRACTOR: LICENSE: EXP: t� ISSUED: 7/26/2007 SITE ADDRESS: 30 NE LANYARD CT BELFAIR \�PARCEL NUMBER: 123305100067 `a EXPIRES: 1/26/2008 LEGAL DESCRIPTION: BEARDS COVE DIV 4 LOT: 67 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Windmill on Foundation. Beards Cove General Information Construction &Occupancy Information Square Footage Information No.of Bedrooms: Type of Constr.: V-B Type of Use: SF Insp.Area: No.of Bathrooms: Occ. Group: U-1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No.of Stories: Occ. Load: Building: Valuation: Building Height: 45 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: 80.0 Ft. Shoreline: Ft. Water Body: 60 Shoreline DiSEPA?: Model: Width: Ft. Rear: .0 Ft. Slope: Ft. orene es Side 1: .0 Ft. g" Year: Serial No.: Side 2: 104.0 Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KKK 7/6/2007 $108.91 S22007000 Planning Review Fee KKK 7/6/2007 $170.00 S22007000 EH Plan Review TW 7/23/2007 $35.00 512007000 Building State Fee RTB 7/23/2007 $4.50 S12007000 Building Permit Fee RTB 7/23/2007 $167.25 S12007000 Total $485.66 BLD2007-01228 Please referto the following pages for conditions of this permit. 1 of 4 c CPSE NOTES FOR BLD2007-01228 CONDITIONS FOR B LD2007-01228 1) Appr ved per imensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 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 1-8M647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. 3) 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 4) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 5) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are r quire for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 6) 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 Depallment prior to any further inspections being performed or approvals granted. X 7) Olwneq age responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 8) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use perm(� s e applied for, reviewed and approved prior to the change. X 9) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X BLD2007-01228 Please referto the following pages for conditions of this permit. 2 of 4 r 10) 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 Xuilding2Depaltment prior to any further inspections being performed or approvals granted. 11) 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 C%Ojye" 12) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the internen_aI des and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X 1�,� 13) 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 X charged and hall be collected by the Building Department prior to any further inspections being performed or approvals granted. 14) 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 re�rocatjpn. X (�M 15) 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 connecti,)g 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 16) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinWc�regulation, must be reviewed and approved by Mason County prior to construction. X 17) 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 Inspect shall be made prior to requesting additional inspections. X—l2z.b i BLD2007-01228 Please referto the following pages for conditions of this permit. 3 of 4 18) All property lines shall be clearly identified at the time of f:gindation inspection. X &C)1C./ 19) 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 oun dinances and building regulations. X 20) All permit!; 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 hnted action from being taken. No more than one extension may be granted. X 21) This p?T i to ated in a smoke management zone. Please contact a fire warden at(360)427-9670 ext. 459 for further information. 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 fora 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 prop and structure for review and inspection. OWN ER OR AGENT DATE: BLD2007-01228 Please referto the following pages for conditions of this permit. 4 of 4 W o CONCRETE MECHANICAL MANUFACTURED HOME p _ Date B Y •., _ .d__ < o Footings I Setbacks Gag Piping Ribbons o Interior Date By interior-Date By Date By r N Extenor Date By Exterior-Date By Set-up r ro Point Load I Isolates P.�utinps INSULATION By L BG I SLAB INSULATION D Date By Data By FIRE DEPARTMENT m Foundation Walls Floors Daft By Cn Date BY Do" By DECKS FRAMING Waft Date By Date By Data By PROPANE TANKS PLUMBING Vault Data By Data By OTHER Groundwork Attic Type: Date By Date By Date By D.W.V DRYWALL Type_ Int Brace Wall Date By � Date By Date By FINAL INSPECTION 0 2 Water Une Fire Sepe ration 9 Date By Data By Date By O m -4 `D Pass or Request Inspect. c 0 Type of Insp. Fail Date Date Done By E Comments N a co s CD a 8 a 0 S 0 CD m 2 E 4 f E O pr(k1 Mason County Dept. of Community Development Mason County Bldg. 3 426 W. Cedar P.O. Box 186 (360) 427-9670 Local (360) 482-5269 Elma rioShelton, WA 98584 (360) 275-4467 Belfair Notice to Obtain Final Inspection November 26, 2008 JAMES ROSWELL PO BOX 1194 BELFAIR WA 98528 Case No.: BLD2007-01228 Parcel No.: 123305100067 Proiect Description: Windmill on Foundation. The Mason County Department of Community Development is currently reviewing all permits that are expired and have not been approved for occupancy and use. Pursuant to Mason County Code, Title 14 Building and Construction, a permit and final inspection for this type of activity is required under the 2006 International Building Code or the code your permit was issued and your property is currently in violation status of occupancy and use. Please contact our office to make the necessary arrangements 21 days from the date of this letter. Failure to contact our office to make the necessary scheduled inspections will result in enforcement actions. To bring your site into compliance, you must schedule an inspection. One (1) $68.00 site investigation fee will need to be paid prior to inspection along with any outstanding fees currently due on your building permit. For every inspection required after that, you will be charged $68.00 again, per inspection until final inspection and conditions are met. To schedule an inspection, please call (360) 427-9670 ext. 262. If you should have any questions regarding this notification, please contact me at (360) 427-9670 ext 595. ZSincerely, Rich Todd Balderston Mason County Department of Community Development Cc: Property File November 26, 2008 BLD2007-01228 MASON COUNTY PERMIT 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 INF ORMATIp CONTRACTOR INFORMATION Owner v�y;;;, �r)S:�.e-11 Company Name Mailing Address `.:*",F, .y_ kS 014 Mailing Address City .�° ~- .._..State w," Zip Code `LL 5 2 i City State Zip Code Phone 20 2 y.�, Other Ph. Phone Other Ph. Lien/Title Holder.SL.,11,S S�c­ "R, ats;.. Contractor Reg. # Exp. E mail address • C- E Mail Address Drivers Lic. DOB 4- 7�� S Z _ Drivers Lic.# DOB SEPTIC/WATIER ;;iYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water Sy::tem Name of Water System Well Wa:ter System Name of Water System PARCEL INFO IMATION- 12 Digit Parcel No Fire District Legal Description..; L, C '�- #��`t '� (--d.'T— (.- Site Address (Please include street name, street number and city) 3D N� !_A� �A Directions tosite..__5,,!­,-) �_eC r To Will timber be cut and sold in parcel preparation? Yes rV Is property within 200' of Saltwater �I-'- Lake River/Creek V*�_ Pond Wetland jJo •._Soasonal Runoff c Stream Slopes or Bluffs > 15% N Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JO3 - I`,ew__�__ Add—Alt—Repair Other PRIMARY RESIDENCE © SEASONAL ❑ Use of Buildinc._. Describe Work —�"' �' a qz .I k�.j ' No. of Bedrooms_. No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor__Basement Deck Covered Deck Other Sq. ft. Garage __Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length kVidth 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 I:)elowr.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 thEl work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any eatsemont holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from then to E:pply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is aocuratE and i:Irants employees of Mason County access to the above described property and structure for review and inspection. PROOF CONTIINIUATIO OF WORK IS ANS F A PROGRESS INSPECTION.. x t ,` � Date Owner/6-wriers Representative/Contractor indicate which one OR OFFICIAL USE BEYOND THIS POINT Accepted by: Date FBuilding TMENIAL REVIEW APPROVED DENIED NOTES Departrric;nt Planning Department Environmental 1­11:�alth Department Public Works Department Fire Marshal FEES Building Permit Fee 2 Site Inspection Plan Review FeE _ EH Review Fee Plumbing& Baso Fee Planninq Review Fee Mechanical & Base fse Other Wood/Gas/Pellet Stove Fee State Fee Y Violation Fee _ ,� 3 -, Pre-Paid at Submittal Valuation $ TOTAL FEES 21 Jun 07 Mr. JD Roswell 30 Lanyard Ct Belfair WA 98528 r Kenneth H Swartz, PE Swartz Engineering Y, 4812 NW Eldorado Blvd - ,_ Bremerton WA 98312 360-710-3625ExpIaE5 OB/142 SUBJ: VAND GENERATOR FOUNDATION @ 30 LANYARD CT, BELFAIR Encl: (1) Wind Generator Design Information Provided to Me (2) Soils Survey Data at Subject Site 1. As requested, I have evaluated the soil conditions for the wind generator foundation design provided herein as Enclosure(1), as required and specified in Foundation Design Sheet S-2 General Note(2)and(5). 2. In my opinion, the site meets the foundation design parameters as specified in Foundation Design Sheet S-2 General Note(3),to a minimum of life-safety criteria. There is no known significant high water table issue,expansive/collapsive soils, or liquefaction concerns. The depth of the foundation is below the frost depth for this area. 3. Site information used for this evaluation is provided herein as Enclosure(2). 4. Note this evaluation is limited to a soils evaluation; foundation design is not a part of this evaluation. 5. Please do not hesitate to contact me if you have any questions or concerns. Res 11 , Ke e H wart2 PE Swartz, Ken H. CIV NAVFAC NW From: K. Swartz[kenkateswartz@wavecable.com] Sent: Sunday,June 10, 2007 10:24 PM To: Swartz, Ken H. CIV NAVFAC NW Subject: Fw: Stats on Pad and Bolts Attachments: Bolt Certification.pdf; Mat_Foundation_Drawing_34_Foot_Tower.pdf; Skystream_Tower_Specs.pdf Bolt Mat Foundation_DrSkystream_Tower_ �rtification.pdf(2 MI awing_34_Foot... Specs.pdf(418... ----- Original Message ----- From: "mtnman" <mtnman@wavecable.com> . From: <kenkateswartz@wavecable.com> Sent: Sunday, June 10, 2007 7:41 PM Subject: Fw: Stats on Pad and Bolts > Ken, > Here's the info on the wind generator for my client, let me know if > there are any questions. . . . .Lee > -----Original Message----- • From: Noahl23@aol.com [mailto:Noahl23@aol.com] > Sent: Sunday, June 10, 2007 6:30 PM > To: mtnman@wavecable.com > Subject: Stats on Pad and Bolts > This should be a no brainer for the engineer. > See what's free at AOL.com <http://www.aol.com?ncid=AOLAOF00020000000503> 1 EWL1__ (1) i 1 114" DIA ANCHOR BOLTS (BY OTHERS) TOWER (BY OTHERS) (8 PLACES) 2'-4" 17" DIA BOLT CIRCLE (COORDINATE INTERFACE WITH TOWER SUPPLIER) BASEPLATE, LEVELING NUTS, TOWER ATTACHMENT BY OTHERS OPTIONAL: 2" NON-SHRINK, HIGH STRENGTH GROUT ALERNATE ANCHOR ° BOLT CONFIGURATION: GROUND ELEVATION O #6 Co) 8" BOTH WAYS, STEEL M TOP AND BOTTOM 2' -0" RING PLATE ° 3" COVER, TOP AND BOT (BY OTHERS) 6' - 0" MAT FOUNDATION SECTION By accepting and utilizing these plans, the end use, agrees that he THE LEPETSOS GROUP,INC Itepared l« shall assume sole and complete responsibility for job site conditions during the course of construction. „ « SOUTHWEST WNDPOWER including safety of all persons and property; that this requirement shall apply continuously and not be 1801 W.Rate 66 limited to normal working hours; and that the contractor shall defend, indemnify and hold the engineer uxc�r., Floola8.Mrono B6Wl harmless from any and all liability, real Or alleged. in conjunction with the performance of work on this project. excepting for liability arising from the sole negligence of the engineer. The client agrees to limit DWG.140. S-1 the engineer's liability to the total fee charged for services rendered on this project. c �er ,M1 •o oacxro e.av o.rr. GENERAL NOTES: (1) THE MAT FOUNDATION WAS DESIGNED IN ACCORDAMCE WITH THE IBC 2003 (2) A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED SHALL ASSUME RESPONSIBILITY FOR THE SITE- SPECIFIC DESIGN. THE P.E. SHALL SHALL ASSURE DESIGN SUITABILITY FOR VARYING SITE A6 @ 8- BOTH WAYS. AND SOIL CONDITIONS SUCH AS SOIL CLASSIFICATIONS, WATER TABLE. TOP AND BOTTOM EXISTENCE OF EXPANSIVE/COLLAPSIBLE SOILS, SUSCEPTIBILITY TO LIQUEFACTION. FROST DEPTH, ETC. (3) THE MAT FOUNDATION IS DESIGNED FOR A ALLOWABLE VERTICAL BEARING PRESSURE OF 1.500 PSF (IBC CLASS 5 SOIL PER TABLE 1804.2) CD CD (4) ALL FOUNDATION ELEMENTS SHALL BEAR ON PROPERLY PREPARED SOIL (5) SOIL TYPES AND PROPERTIES SHALL BE VERIFIED BY THE PROJECT P.E. p (6) CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS ' SET FORTH IN ACI'301/318 M (7) ANCHOR BOLT DESIGN SHALL BE PROVIDED BY OTHERS. ANCHOR BOLT NUMBER. SIZE. TYPE. AND CONFIGURATION SHALL BE CAPABLE OF RESISTING ALL APPLIED MOMENT. SHEAR AND AXIAL FORCES 3' 0" (8) CONCRETE SHALL HAVE MIN 2.500 PSI 26-DAY STRENGTH AND 5% AIR ENTRAINMENT ./- 1% 6'-0" CONCRETE UNIT WEIGHT SHALL NOT EXCEED 150 LBS/FT3 (9) REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS (10) ALL REINFORCING STEEL SHALL BE CONTINUOUS, NO SPLICES ALLOWED MAT FOUNDATION PLAN VIEW (11) WIND LOADS PER IEC 200X WERE CALCULATED BY OTHERS: BASE MOMENT: 26,290 FT-LBS BASE SHEAR: 867 LEIS AXIAL LOAD: 760 LBS By accepting and utilizing these plans. the end user agrees that he THE LEPE=GM.INC Reporodfor snail assume sole and complete responsibility for Job site conditions during the course of construction. r.ow.,unuia w w,r, SOURNM WINDPOWFR including safety of all persons and property. that this requirement shall apply continuously and not be 1801W.Routedd limited to normal Working hours. and that the contractor shall defend, indemnify and hold the engineer mr n tx mla� r,E popstolt Mtotx]96001 harmless from any and all liability, real or alleged, in conjunction with the performance of work on this o r+a wi ard,o, ata.,b project, excepting for liability arising from the sole negligence of the engineer. The client agrees to limit DWG.NO. S-2 ■v r• the engineer's liability to the total fee charged for services rendered on this project. wx. Sky t i kW • Turbine i 'A A [9.3i shaft to 63.723 m yaw late OD t to OD (12'1.2") SWEPT [8.27] S3.94] 83.4 cm 210 - t o0.08 (32.5") ' \ aw late ID �` § cm [0.22] ��. 4(15.6') ss 5. 05.50 aroundina hole wE02947 Yaw plate [0.51] 013 [7.48] 4.5 cm 8 places 0190 (33.0") equally spaced bolt cucle use 13mm drill bit Tower • • p. RA3� ANCHOR BOLT (1• Y ` ouANmr.e Dimensions Prop Tip to Center of Tower: 780mm/30.7 in. CO 0 W Minimum Tip ��p- camr Clearance: 690mm/27.16 in. T (t 57) Max Tower c Diameter at Tip: 171mm/6.75 in. (,a ►> (01.50 R 5.501 / (�e1 a RSM SPACEot. ASSHOWN BOLT(017.001 WE00a62 A& WEOM 91) (010.85)SHAFT WE0298/ - DAM LAWS Recommended Wire: 90C(UL)Water Resistant Toweror equivalent Tower & Wind Generator Loading Specifications ,-, Tower: Freestanding Tapered Tubular Steel with Galvanized Finish Tower Weight: 549 Ibs/249.2 kg Bottom of Tower Forces Center of Gravity: 400mm from center of tower Axial Force: 3376 N (force due to tower and generator weight) Overturing Bending Moment: 35611 Nm (includes wind loads) Shear Force: 3851 N (includes wind loads) L H _ Top of Tower Forces Thrust Load: Average: 704 Design Shear Force: 2802 N (top of tower) Peak Bending Moment: 1532 Nm • Downward Axial Force: 932 N (top of tower) 0210.065W O07/DOWMea 00260 MV A A11WIpPORTLAND BOLT I PRODUCT CERTIFICATION & MANUFACTURING CO., INC. +------------- ----------} 1-800-547-6758 For: SOUTHWEST WINDPOWER Mailing Address: PO Box 2866• Portland, OR 97208 PB Invoice#: 11964 Physical Address: 3441 NW Guam St - Portland, OR 97210 Cus t PO#: 2 2 7 71-15 9 6 6 Phone: 503-227-5488 - Fax: 503-227-4634 Date: 5/17/2 0 0 7 Web: www.portlandboltcom - E-Mail: salesc@portiandbolt.com Shipped: 5/21/2007 We certify the following material was supplied in accordance with your order. Description: 1-1/4 X 32 X 6 X 7 GALV ASTM F1554G55 ANCHOR BOLT +-------------------+ I Heat# : 210306 1 Base Steel: M55 Diam: 1-1/4 +- ------------------+ Source: CASCADE STEEL RLG MILL Proof Load: 0 C : . 240 Mn: 1 . 090 P . 009 Hardness: 0 S : . 014 Si: . 170 Ni: . 086 Tensile: 89, 500 PSI RA: 36 . 00!C Cr: . 059 Mo: . 012 Cu: . 295 Yield: 62, 000 .PSI Elan: 20 . 00% Pb: . 000 V : . 018 Cb: . 000 Sample Length: 8 INCH N : . 000 CE: .4371 Charpy: 16 17 16 CVN TEMP +40F Nuts : ASTM A563A HVY HEX Washers: ASTM F436-1 RND Coatings : ASTM A153 CL. 0 AND F2329, HOT DIP By: t ' ation Department Quality Assurance E-+ TSI TECHNICAL STAMPING INC. MATERIAL 506W I;.RUSSELI.x>•uuvT BLVD. CERTIFICATION 14 A'� CHFM-ERFIGLD TWP., NU 48051 PH(586)948-32 5/F'X(586)948-3286 If •NIER NAME CUSTOMER ORDER NUMBER Portland Bolt & Mfg. Co. 86562 4/9/07 QUANTITY 1-1/4" F436 Hdg 16451 0107496 3,000 1050 2127100 .54 .81 .010 .001 .026 .057 M04 SPECIFICATION ACTUAL GAUGE O.D - 2.469 - 2.531 2.498 - 2.501 CALIPER LD - 1.375 - 1.406 1.377 - 1.380 CALIPER, PIN GAUGE THICKNESS- .136 - .177 .143 - .146 MICROMETER FLAT- Max .010 .003 CALIPER HEAT TREAT- 38-45HRC 41 - 43 PLATING- SEE CERT OTHER N/a rYE HkARBY CERTIFY THIS PRODUCT VAS PRODUCED UNDER A LSO-GWI2=QUALITY ASSURANCE SYSTEM.150 90012M CERTIFICATION NUMBER-1265•DATE OF REGIS,JAN.3,2GO3 L MATERIALS ARE MADE ANO MELTED IN THE USA THIS PROOUCT WAS MANUFACTURED IN CHESTERFIELD,MICHIGAN,VSA.THIS PRODUCT CONFORMS TO ALL REOUIREMENTS OR WASHERS AS PRODUCED ACCORDING TO AS.TA.F438..04.THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED,THIS TEST REPORT MUST NOT BE REPRODUCED CEPT IN FULL 1VITHQUT PRIOR WRITTEN APPROVAL. URIZED GNATU s N CERTIFIED ISO 9001:2000 1 0 Q INDUSTRIAL. STEEL. TREATING COMPANY, INC 613 Carroll Street Jackson,MI 49202 P.O. Box 98 Jackson,MI 49204 Voice:517-787-6312 Fay 517-787-5441 HEAT TREAT CERTMICATION CUSTOMXR: q00 7. o 0 0 TECHNICAL STAMPING, INC. � �---- 0 ATTN: W 50600 E. RUSSELL SCHMIDT CHESTERFIELD, MI 48051 ORDER DETAILS PART#• P 0114 BLUR PRINT REV: 127.9 PACKING SLIP#: 4316 MATMAL• 1030 - 10 5 0 UANTITY• 48, 333 CUSTOMER P.O. : NET'WEIGHT: 6,525. 0 IST ORDER #: 466090 - 1 PART DESC: WASHER LOT f.- 10 7-4 9 6 CONTAINERS: 5 TUB HEAT#: SPECIFICATIONS RESULTS HRC 38 - 45 HRC 41 - 43 APPROVAL, 01MACr INFORMATWN: Tom Levy-Query Assurance Supervisor +f Witt:517-780-9043 Fax:517-787 5441 Tom Levy-Quality Asm*anee Supervisor E-Mall:tokvy@indstLcom 2/06/07 07:20 k* W C I S' E E L k** 1621051 METALLORGICAL SERVICES INC. I I PAGE 1 of 1 1040 VINE AVE. SE ( WARREN, OHIO 44483-6528 I 1 1 I (PURCHASE OR R: { (MELTED AND MANUFACTURED IN USA I 08/03/06 003752 t i f C E R_TX F 1 C A T E I DATE INVOYCE: 09 25 56 690620223 1 I O F T E S T S I WC1 ORD4R: 241 19 04896 07 I I 1 I ISOLD TO: ISHIg T0: I ISABRE STEEL INC ISABRE STEEL INC I 123680 RESEARCH DR IC/0 VO,SS STEEL I I1 MINGTON HILLS MI 48335 17925 BEECH VALY .AVE l I TAYLOR D4I 48180 1 I I I I 1 1r car ty t at t propert es of the aeau3 te—sted ID.S. Emanuele 'I lare true and accurate. Material was sampled, tested (President ! land inspected in accordance: with the mathods I I 1pra4cribed in the governing specifications. subject I i (material also conforms to the requirements of the I 1 (governing specifications, 1 � I IThis report shall riot be reproduced except in full. I 1 I 1 IAII tdst9 are conducted in-house unlesa noted wl._tYFan astez sk. I ! I 11teml Specification and Description 0 = 5:36I 1�1 1 I I HR SfIEET H N SAK-1050 AX FG I l I SPECI:F'IED HARDNESS NON-TEMPER ROIIZD 1 (REST THICK REST CHEW I 1 1 I 1 7 1 . 144M 11008MODO X 37.750 ME X COILS I ICOIL WGT 3000ONN/37750mx 1 I 1 1 I HEAT--NO COIL NUMBERS ! 1 1 2127100 1134601 1134602 J ! i t I HEAT-NO C MN P S $1 CO 01 CR 1 1 i 21271.00 . 54 .81 .010 .001 .026 .04 .02 .04 i I M0 SN AT, V C6 B TI ZR 1 I I .01 .002 .057 .001 .000 .0000 .001 i I I CA Ciu S B H N 0 1 I .0017 .000 .001 .0039 f i i I M01WASHER STOCK 1 I ( T1101 C R/A I I IINFO$SAHRESTLEL.COM I I ! 1 I CHIC 50/55 MN 70/90 P 025MX s 010RX AX FINE GRAIN { 1 1 I I 1 I I i 1 1 1 I I i l I I ( I I 1 1 1 ROGEMS SRO- irNEAS 11mc,� HorD/p GAL VAN/ZING Mardi 9,2007 Technical Stamping 50600 E.Russell Schmidt Chesterfield TWP,MI 48051 To Whom It May Concern: 'Phis is to certify that the hot dip galvanizing of the following washers on your Purchase Order number 1513 conforn's to specification ASTM p-153. AVERAGE ZINC PIE('M. PART#&SIZE LOT fQQjM8FR COATING 1N R91tS 72,250 #FO058 5/8"WASHER 1206-442 3.43 10,2987 #FO078 7/8"WASHER 0207-505 3.67 65,937 #FO078 7/8"WASHER 0207-499 2.44 51,765 #FO100 1"WASHER 0107480 2.33 11,232 #F01 18 1-1/8"WASHER 0107460 2.90 2,001 #F0114 1-1/4"WASHER 0107496 3.40 12,725 #F0112 1-1/2"WASHER 0107476 2.72 5,985 #F0134 1-3/4"WASHER 0107481 3.66 6,250 #F0200 2"WASHER 0107484 2.79 26,88� RUO100 t"USS FLAT WASHER 0207-506 4.75 This certification in no way implies anything other than the quality of our hot dip galvanizing as it pertains to your order. Yours very truly, ROGERS BROTHERS INC. &Md- Lorraine P. Shelburne Vice President SUBSCRIBED AND SWORN BEFORE ME THIS 9TH DAY OF MARCH2O07,AD U �IOTRY PUBLIC WICIAL s JUDI7}i A FEROUE NOTARY PUt3t IC-STATE OF►U INOIS MY COnb11;SSION EXPOES:o 11071W ROGERS BROTHERS,INC.1925 KISHWAUKEE STREET, ROCKFORD,ILLINOIS 61104-5197 PHONE 8151966-5132 FAX:8151965-3765 E-MAIL:rogersbros@nvodd.com PORTLAND BOLT & Manufacturing Co., Inc. P.O. Box 2866/Portland, Ore. 97208 (503) 227-5488/800-547-6758 =PFQt.jlPFfl www.portiandbof.com ORDERDOMESTIC MANUFACTURERS OF ASTM FASTENERS • ESTABLISHED 1912 t�ll.-t. 964 7REDtT;' j,, S SOUTHWEST W INLIP( WE'R s .1A;riN fa RI]SWtrL t. ° o 'L )U1 Wt'ST R1)t.JTE 66 m TT : () Nf)R1 H Fr1S1 i..ANYAhL1 -Cl' I I At3'.'i-1-At=1-` f4Z 86001 9 8--7%9­94633 'JFl-F A 1 R WA 9852815/t7/021 C O EXTRAS : N ` -S460 REF* Cu,iT01AJtl� CRLl6R �s ORL?!"R>bD NUMBER° -y-> 7•i c,cr•c BY 1 - SHIP VIA !i I l, ° ,'' 'I /r':'t MAN SALES ��� NO,� cn I; r Q T zr Fr..y [•()P KIDS PRODUCT H0. ':DESCRIPTION .. ...r,o.,DUC DUE `t;; ,.MfY.� Ty.Or, fist) I K.1 1 A 5 •.l fA :3=' 'X� Cs tat" ` .11742 J.--:t 4 (JAI_. HVY HLX NUT Ab6aA 15 � 0 � ��� � !t��','�;a i w .1/4 l)F7l'1 t3 r�i... � �a�>~�L t2 I'(I:i W 0(31-4 E k -� 17t 65 SW WINUPOWER CARUBC)ARD TEMPLATE: 4. a r'�,',.«.9�..;ran..5.m.�..?�+�,, •,-�a�..1;.�'.,.�w� =.. r `r�.fi,��'�,�"r,..ec�...�+ ,«'� f' ' sy,k'{ V-3 w `"'ew # TOTAL W EI PREtGHT. — _ R 1Y - GATE 5h{IPP6D' 8l0 FROM tNVOIC£N 'sages TOTAL,0 BJ R B/6 TO INVOICE NUMBER, TAX bMIPPEO 1 2 3 If RECEIVED BY X 1 . Swartz, Ken H. CIV NAVFAC NW From: K. Swartz[kenkateswartz@wavecable.com] Sent: Tuesday, June 12, 2007 10:25 AM To: Swartz, Ken H. CIV NAVFAC NW Subject: Fw: Stats on Pad and Bolts ----- Original Message ----- From: "mtnman" <mtnman@wavecable.com> To: " 'K. Swartz' ', <kenkateswartz@wavecable.com> Sent: Monday, June 11, 2007 10:48 PM Subject: RE: Stats on Pad and Bolts > The address is 30 Lanyard Ct. , Belfair, Wa. 98528 > -----Original Message----- • From: K. Swartz [mailto:kenkateswartz@wavecable.com] > Sent: Monday, June 11, 2007 10:33 PM > To: mtnman > Subject: Re: Stats on Pad and Bolts > What is the site address for the wind generator? Ken > ----- Original Message ----- > From: "mtnman" <mtnman@wavecable.com> > To: <kenkateswartz@wavecable.com> > Sent: Sunday, June 10, 2007 7:41 PM > Subject: FW: Stats on Pad. and Bolts >> Ken, >> Here's the info on the wind generator for my client, let me know if >> there are any questions. . . . .Lee >> -----Original Message----- >> From: Noahl23@aol.com [mailto:Noahl23@aol.com] >> Sent: Sunday, June 10, 2007 6:30 PM >> To: mtnman@wavecable.com >> Subject: Stats on Pad and Bolts >> This should be a no brainer for the engineer. >> See what's free at AOL.com <http://www.aol.com?ncid=AOLAOF00020000000503> 1 LAN'LL �2-) Web Soil Survey Page 1 of 3 • I - �' � � A A A Printable Version Add to Shopping Soil Reports 0 S + f jA ,fPw„ 1 iv it t •- , i a - A I F " } _ ar , a A Classification Fragments Percentage passing Liquid Plasticity index sieve number— limit Unified AASHTO >10 3-10 4 10 40 200 inches inches httt)://websoilsurvev.nres.usda.izov/ann/WebSoilSurvev.asnx �i�ni�nm Engineering Properties—Mason County,Washington 30 Lanyard Ct,Belfair Engineering Properties This table gives the engineering classifications and the range of engineering properties for the layers of each soil in the survey area. Depth to the upper and lower boundaries of each layer is indicated. Texture is given in the standard terms used by the U.S. Department of Agriculture. These terms are defined according to percentages of sand, silt, and clay in the fraction of the soil that is less than 2 millimeters in diameter. "Loam,"for example, is soil that is 7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If the content of particles coarser than sand is 15 percent or more, an appropriate modifier is added, for example, "gravelly." Classification of the soils is determined according to the Unified soil classification system (ASTM, 2005) and the system adopted by the American Association of State Highway and Transportation Officials(AASHTO, 2004). The Unified system classifies soils according to properties that affect their use as construction material. Soils are classified according to particle-size distribution of the fraction less than 3 inches in diameter and according to plasticity index, liquid limit, and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM, GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and highly organic soils as PT. Soils exhibiting engineering properties of two groups can have a dual classification, for example, CL-ML. The AASHTO system classifies soils according to those properties that affect roadway construction and maintenance.In this system,the fraction of a mineral soil that is less than 3 inches in diameter is classified in one of seven groups from A-1 through A-7 on the basis of particle-size distribution,liquid limit,and plasticity index. Soils in group A-1 are coarse grained and low in content of fines (silt and clay).At the other extreme, soils in group A-7 are fine grained. Highly organic soils are classified in group A-8 on the basis of visual inspection. If laboratory data are available, the A-1, A-2, and A-7 groups are further classified as A-1-a, A-1-b,A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an additional refinement,the suitability of a soil as subgrade material can be indicated by a group index number. Group index numbers range from 0 for the best subgrade material to 20 or higher for the poorest. Rock fragments larger than 10 inches in diameter and 3 to 10 inches in diameter are indicated as a percentage of the total soil on a dry-weight basis. The percentages are estimates determined mainly by converting volume percentage in the field to weight percentage. Percentage (of soil particles)passing designated sieves is the percentage of the soil fraction less than 3 inches in diameter based on an ovendry weight.The sieves, numbers 4, 10, 40, and 200 (USA Standard Series), have openings of 4.76, 2.00, 0.420,and 0.074 millimeters, respectively. Estimates are based on laboratory tests of soils sampled in the survey area and in nearby areas and on estimates made in the field. Liquid limit and plasticity index (Atterberg limits) indicate the plasticity characteristics of a soil.The estimates are based on test data from the survey area or from nearby areas and on field examination. t,SD,N Natural Resources Web Soil Survey 2.0 6/20/2007 "� Conservation Service National Cooperative Soil Survey Page 1 of 3 Engineering Properties-Mason County,Washington 30 Lanyard Ct,Belfair References: American Association of State Highway and Transportation Officials (AASHTO). 2004.Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. tiSDA Natural Resources Web Soil Survey 2.0 6/20/2007 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Engineering Properties-Mason County,Washington 30 Lanyard Ct,13elfair Report—Engineering Properties Engineering Properties-Mason County,Washington Map unit symbol and soil Depth USDA texture Classification Fragments Percentage passing sieve number— Liquid Plasticity nor" Unified AASHTO >10 3-10 4 10 40 200 limit Index Inches Inches r_ In Pat Pot Pct Ee--Everett gravelly loamy sand,5 to 15 j percent slopes Everett 04 Gravely loamy sand GP-GM, A-1 0 Otis 60-M ~50-75 10-20 5-10 0-14 I NP SW- SM 7-21 Very gravely sandy loam, GP-GM A-1 0 0-5 25-35 15-30 5-15 0-10 0-14 NP very gravely loamy sand,extremely gravely sand 21-60 Very gravely sand,very GP A-1 0 0-5 36-50 15-30 �545 0-5 0-14 NP I gravelly coarse sand, extremely gravely coarse sand j lb—Indianola loamy sand, —j- 5 to 15 percent slopes Indianola 0-5 Loamy sand SM A-2 0 0 [8t0-100 75-100 50-75 20-35 0-14 N5.28 Loamy finesand,loamy SM A-2 0 0 0-100- 75-100 50-75 20-35 0-14 i NP sand 28-60 Sand,loamy fine sand, SM,SP, A-1,A-2, 0 0 80-100 75-100 40-75 0-30 0-14�NP fine sand SP-SM A-3 Data Source Information Soil Survey Area: Mason County, Washington Survey Area Data: Version 4, Dec 5, 2006 USDA Natural Resources Web Soil Survey 2.0 6/20/2007 Conservation Service National Cooperative Soil Survey Page 3 of 3 i MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 411 N. Fifth Street/ P.O. Box 186, Shelton WA 98584 360.427.9670 ext. 352 �O© � 1 DDR d t Rec'd by Request for Administrative Variance for Reduction in the Required Setbacks ($100.00) For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure including roof eaves. Applicant/Owners: Mailing Address: e P6 Telephone : 3� ��76, 0716, Cit State: Zip: If this reduction is tied to a building permit, please give permit case number. BLD Parcel Number(s): _-5 305 I ob 0 6. -7 Zoning Site Address: A46 J?2 G94,1� el;�: Requested variance: Front 4RePside Yard (please circle all that apply) Requested setback variance: W ft. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, set backs to all property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and driveway. Show all proposed new development. The following circumstances must apply: FRONT AND OR REAR YARD REQUIREMENTS: 1) Existing lots of record as of March 5, 2002; You must meet one of the following: (Please circle all that apply) 2) One of the following exists on the lot: a) steep slopes, wetlands, or streams present; b) soils that restrict building or septic development; c) lot width at the front yard line of no more than 50 feet; r) lot size of no more than one-fourth acre; existing improvements of buildings, septic systems, and well areas. \\CLUSTER]_HOME_SERVER\HOME\COMMON\PLANNING\PAC\FORMS\DDR.doc Created on V SIDE YARD REQUIREMENTS: 1) Existing lots of record as of March 5, 2002; You must meet one of the following. (Please circle all that apply) 2) One of the following exists on the lot: a) steep slopes, wetlands, or streams present; b) soils that restrict building or septic development; c) lot width at the front yard line of no more than 50 feet; d) lot size of no more than one-half acre; e) existing improvements of buildings, septic systems, and well,areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. nfi ---,)� -_�_�7 C_.t z A -'� i 1.— fj�r r� Owner/Agent (please ndicate) Signature and date Official Use Only Approved Date I Denied Date Reason for denial: \\CLUSTERI HOME SERVER\HOME\COMMON\PLANNING\PAC\FORMS\DDR.doc Created on PLOT PLAN r ADDRESS J( , cam' �;', d� �x C' (o \ PERMIT NO, 0 ll LEGAL �'i�:��l/� Ct1�P Z LJ � o DESCRIPTION __OT BL ADDITION w SITE AREA _Iiq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS Sq.Ft. INSTRUCTIONS TO APPLICANT V� THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"-20' ARE t� FILED VVITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.) FOR NIcW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW: LOCATION OF PROPO2il D CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN- SIONS, fiH01'1 EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA �- TION AND SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL SERV10' LIMES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR- TION TI•IERE:OF. j t l C, INDICATI- NORTH IN CIRCLE GRAPHS UARES ARE 5' X 5' OR 1"=20' V p I ITE LA CD$;7- T ,f NG S S Bj CT T -71 D to 9 1'( - I/We certify that tho prolxsed construction will conform to the dimensions and uses shown above and that no changes will be ads without first obtaining approval. �J 7 o i NAMEW OF OWNERW OF 'BITE a STRUCTUREM IPRINTI SIGNATURE OF OWNERISI OR AUTHORIZED REP ESENTATIVE DO NOT WRITE BELOW THIS LINE APPROVED DISTRICT AS NOTED DATE f