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BLD2010-00370
THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . 1111 UILDING PERMIT APPLICA N MRReevewT 8 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD10-00370 Received Date: 10/25/2010 SITE ADDRESS: 841 FAIRMOUNT RD PORT TOWNSEND, 98368 OWNER: VICTORIA WINTERINGHAM PHONE: 800-906-0653 311 FOREST AVE VERMILLION SD 570693111 SUBDIVISION: Block: Lot: T 74+ PARCEL NUMBER: 902241007 Section: 24 Township: 29 N Range: 02 W CONTRACTOR: ALL SAVE CONSTRUCTION &MGMT LL PHONE: 360-732-0477 DAVE CLEVENGER 340 CHERRY AVE CHIMACUM WA 98325 Contractor's License ALLSASC915LE Expires 6/5/2011 REPRESENTATIVE: HENRY M SOUZA PHONE: (360) 379-8338 DESIGNS BY SOUZA INC (360) 379-9136 164 SWANSON YUnil �.;� PROJECT DESCRIPTION RE ' CE ° REPAIF IS I iNa STAIRS TO BEACH, PIER, RAMP & FLOAT TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION .7-2-889 76073/6)% ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: r) a5-IL Type ai v: Date: Receipt: Approved/Date Permit $797.75 LYK 10/25/10 120224 Plan Check $518.54 LYK 10/25/10 120224 State Building Code $4.50 LYK 10/25/10 120224 Total: $1,320.79 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assum'ng the res••risibility of the General Contractor for the proposed project. Signature: .0—o- / Date: /0/2_,C//6 GENERAL C CTOR NUFACTURED HOME INSTALLER PHONE: FAX: ,4L4- 'i 0"-•S > �� ,��,�- go .s'Z O- ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICEN WAINS `° NUMBER: NUMBER ARCHITECT/ENGINEER: ke f(i 1 i 0`i x/..,1 if PHONE 10 FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: Hei�ht:f, 0 Individual System Repair ❑ Masonry ( SEP Permit# Demolition Other: Bedrooms: Water Supply: lv,. rl��, Existing: Setback: ❑ Private well 0 Two Party Type of Heat Proposed: ❑ Public Total: C ldltel Name of System: SrL All e If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed; Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank I Above ground Tank Size of Propane Tank: OCT iQ 1 Heat Stove I Cook Stove I Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. S•uare Foota,a Current Pro•osed w: .r - �.---.wt.. e EH Bld App Review Main Floor Heated 2"O Floor Heated Consistency Review: 21+ _ Other Heated r,'' .",, - ' ,. -- i%Wit oll. Mezzanine ccKRr' K 4 8 9� Heated Basement ., Plan Check fee: Unheated Basement 7-7: r, State Surcharge fee: Other Unheated "' —`^• , Garage/Caort � ° SUBTOTAL • rp Decks t 911/Rd Approach fee: r �} Other T* .. TOTAL: $ aq.i 19 90 „ Receipt Number: I 20 22q TM W CashlCheck Number. 7,401(030:v ESTIM, ED COST(REQUIRED) Date: .Fair ,� - value of all labor and materials,• dation to finrsn �� l A !r Ir 'o , - Initials: .. s G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • JEFFERSON COUNTY ki414 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend•Washington 98368 360/379450. 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 10 ' JS g Project Description(include separate she as n ary): - :Peefrrc_ 4 Ref f t efr/5f y /1 '/ i/ fail F /'-r,,/ Tax Parcel Number: 902241007 Property Size: 0 .599/26, 092 (acres/square feet) Site Address and/or Directions to Property: 841 Fairmount Road, Port Townsend, WA 98368 Property Owner(s)of Record: Victoria Winterinqham Telephone: 360-379-2924 Fax: email: Mailing Address: 311 Forest Ave, Vermillion, SD, 57069 Applicant/Agent(if different from owner): Henry Souza (DBA) Designs by Souza, Inc. Telephone: 360-379-8338 Fax: email: henry @designsbysouza.com Mailing Address: 164 Swanson Ave, Port Townsend, WA 98368 What kind of Permit?(Check each box that applies gilding ❑Critical Areas Stewardship Plan ' Demolition Permit ❑Variance(Minor,Major or Reasonable Economic.Use) __ ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classificaj' n ❑ Commercial* ❑Special Use(Essential Public Facilitidj L 5 2010 ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** _ ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** -' ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate Henry Souza DBA igns by Souza, Inc. to act as my agent in matters relating to this application for pe it(s). f � OWNER SIGNATURE Date: 4/e$ //0 By signing this application form,ttg owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required la =r inspections. -s access and right of entry will be assumed unless the applicant informs the unty in writing at the time of the application t.- e or she wants .••r notice. ff� Signature: ��. i� Date: / r✓J /9 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more neatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the --=rson County development code.The Applicant acknowledges that he,sh or it holds individual and non-transferable resp• •ility for adhering • and comp 'ng with the ESA. The Applicant has read this disclaims and g d dates it below. Signature: :fir % _ Date: 7/V G:\PemritCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc \ 1 • 0 bee E k i l by Sam designs for living June 23, 2010 Letter of Authorization: I, Victoria Wimteringham, homeowner of Parcel#902241007 appoint Henry M. Souza DBA Designs by Souza, Inc. their legal agent for the purposes of: Preparing for all other permits, applications, and site development on said property only pertinent to replacing existing beach stairs. Said agent is authorized to act on my behalf with, and to obtain any and all information he may request from, all companies, financial institutions, governmental agencies, contractors, real estate agencies, and all other third parties as necessary for the expeditious resolution of replacing existing beach stairs activities on said property. This authorization does not give Designs by Souza, Inc. the power to incur work, or to direct any activities, which may cause liens to be filed on said property without our written consent. Our signature to these and all other activities will constitute our written consent for work which conforms to those activities. The homeowners release and hold harmless all persons relying on this authorization from liability for disclosure of otherwise confidential and private information to Designs by Souza, Inc. for these purposes. Signed: i fr , Victoria Winterham aa''i „0°_,) ` 6 LO C) n 164 Swanson Ave Voice: 360.379.8338 Port Townsend,WA 98368 henry @designsbysouza.com Public\forms 09\New Client Packet\Letter of Authorization.doc r • • cc rn I-I CI = O 0 LL Cu J7 Z LL o H O CO O CV Oa W3 o -D — LID J O O L CD ( - z Cr -p N Z 0 U o = I-I 0 w O O co +-, "O H co C3) I O J` L _c co N Q in o U U CU Z 0 CC O J O_ CL U CO F- F- O P-- O X F- a) a) CO Cr) V J = 0 r, U CC O -a CO L!J CO C = 3 I 3 I- co CO O C)) o co ti Q J U D X CO -o CC N- I-I Z Q O C C) CC H = N- -- LSD X LID O 3 CD LID 3 �- - Q o F- Z F- In F- 0 U Cl) I-I -0 CC O CO I- I W U7 Cr 0 C w - } O J w L.0 LLI CO w 0_ Nt CO r- CO CC F- 7 O Cu 3# Q O Z Q (r CV 3 CD M X 0 I-1 CO CL. O CV J Q Q Q CC 3 F- Z 0) Cr Z J = I- CO O 0 J CV W Cr CO CD LU Q LU H = CC 0) v Z F- I-I CC J U W "O Cu X >- I-I X L1J CC O J CC U I- N Q CO CC F- a) J O LL I-1 F- LLL 0) 0_ F- X O Cr X C) F- co co x U Cr a) CU Q J Z Z 7 CL O I-1 •- LLL CD Cl) I- I- CO I-1 •+ ''-• CD 7 CO 7 3 CO - +-I 0 I"--- L!7 CO 7 O N- O - . •• CU . CU F- CV Z . O I-I CO . rn 3 d- O O LO O .- CO N- O O "O L LO ,- '- U a) - ,- CU = # C O F- a) .. L 3 L Z Y C — a) C7 +, a) I-I a) a) = a) -- = 3 -c a) C) co a) -a > co C.) L L a — 0 co a L C) co X -F-, U 'O X CD co Q. co •- -- co a) F- I- X cc- F- co 0 q- )E 3E F- Q • • 10/20/10 To whom it may concern I was born in 1953 and raised in Jefferson County. Part of growing up here was going with my dad to bring his cedar blocks to the cedar mill too sell. The cedar mill was at the head of Discovery Bay. From time to time we would go to the beach where Mr. William's and Mr. Reid's property was located,I would play up and down the beach while my dad would visit and dig streamer clams to take home for dinner. Mr. Williams's property's then had beach access from stairs that had been built of wood. This was late 1950's to mid 1960's Mr.Reid's beach property at that time was a Commercial clam bed. I have been taking my Family there to dig clams from time to time since the early 1970's and there has been continuous access to Mr. William's property which now belongs to Victoria Winteringham,the address is 841 Fairmount Ave David Clevenger 340 Cherry Ave Chimacum WA. 98325 360-732-0477 ccsons @centurylink.net 10 - _ . a iL ; Date 10-20-10 - / WRfGNT 1- , iyorAR7 p11aL>C' `x ocr. ao, ao ,>crson C'oun y 5 � � Lems.V 1 • z in aCR, \ r o • BUILDING PERMIT APPLICATION' Jefferson County mg Deperisnenf•County Courthouse.Port Tot,...._-,7d,War 8368 4. 385- 10 NE I. LOCATION: geographic name S W'.SIDE OF ROAD- - FEET S W FROM INTER.EC ION OF ROAD AND ROAD other specific location or landmark: •— LEGAL DESCRIPTION: + '° ■ ' i! i[i-.!1 1 '114W , Lot Block ^ ..ivision Tax,Number %Section Section Township Range II.TYPE AND COST OF BUILDING- TYPE OF IMPROVEMENT BUILDING TYPE MOBILITY Ncw building 0 Single Family ❑New County Resident El dit)ors QMulti-Family Is:this,structure to serve the residential ❑Alteration number orcommetcial needs of those employed .5\' ❑Repair,replacement ❑Hotel,Motel.Dormitory at either the US.Navy's Trident or numberofunits - Indian Island Facilities? ❑Wrecking []Mobile Home o Moving.(relocation) Q Other—Specify AYES ONO 0 Foundation only .�(YN£RSHIP_ US£ ��Jrl jj�� ©Fulitrme'Residetice Private(individual corporation nonprofit institution,etc.) - 0 Second Home:Recreation Cabin,etc. ❑Public(Federal,State or local gov't,) UBC OCCUPANCY GROUP: 0Second Home:Future,conversion to permanent residence COST .. /Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food' • Cost of improvement...... .,.. $ processing plant,machine shop,laundry building at hospital,.elementery To be installed but not included - school,secondary school,college,parochial school,parking garage for in the above costa department store,rental office buildin. • • - ' • r industrial plant. a. Electrical... ....,,. _ . ` .' - enter proposed u ._,. : If use of ex)stin.� ...rr---- b, Plumbing._,................ - `, c_ Heating,air conditioning ,._.. ( '.,...1' ;, et , ' •m d. Other(elevator,etc.]._. • TOTAL COST OF IMPROVEMENT$ III.SELECTED CHARACTERISTICS OF BUILDING- PRINCIPAL TYPE OF FRAME TYPE OF SEWAGE DISPOSAL DIMENSIONS _ ❑Masonry(wall bearing) hit •.NeqrofStorie's.o,.f , , . :..: ❑Pubfic or Private 'Total umbsuare feet f loo:,r.area;,.. ©Wood Frame 0Individual a (s ptic tank,etc.) all floors.based on exterior 0Structural steel dimensions: ................: TYPE OF WATER SUPPLY Total land.area,sq::ft:......:,.,... ❑Reinforced concrete • 0 Other-Specify -.. ❑Public or private company 0 Individual(well,cistern) NUMBER OF OFF-STREET PARKING SPACES , .. Enclosed. PRINCIPAL TYPE OF HEATING FUEL TYPE OF:FIREPLACE ❑Gas Q Oil RESIDENTIAL BUILDINGS ONLY 0 Electricity Number of bedrooms ,..,,,.. QCoal TYPE OF MECHANICAL ! Number o#. �FUII ❑Other-Specify bathrooms Partial....,. IV.IDENTIFICATION- Name Mailing Address—Number,street,city and State ZIP code Tel.No. Owner ‘ . - _ 4 i 2. P>r '. 1g .3~` , Contractor `• • State License No. I 3. z)•f r Architect The owner of this building and the undersigned agree to conform to all applicable laws. ure of a rst Address Application date PLANNING AREA _. - •ISTRICT CHOOLID}STRI( V, WATER DISTRICT APPROVED BY OLYMPIC HEALTH DISTRICT: APPROVED BY: ✓ PERMIT FEE ISSUE DATE r PERMIT NUMBER UILDING'OFFICIAL Th.Prinrnm—Parr Townsend - . IP . 14;11 pi.. m • x Por7.o L5(every tf '4 os i ft�Y ,,z,-,. +s - P� ;-. ovriD. IDI w goy sty€ ' j \,. n :70049 f174 0°1 C t Gs CHART cc,q50 w W 1 '' t4 m I s -a.i � __2 1),0P L)rF_ �'44C---2 ' 3?;—`..'— ?t+----^ — d'' ,� a0 i 0-- Lip LANDS Q ''FLO,ls:T >.F3.M7` fr.4r+T' "�' lip 6. 7 ; f-los2 SE S7-141s1 LARSo>1t 1 1! wtna ar P PIER-n I'l __I °' 1)7i i Bo*376- i ` ` N 20 :Frrcrus :rr cc c;1 39&6$; xI 1.1 .."'r PLAN • SCR;E: r":: 30' i 1 '1 } _ . 3 '_1L� -'r V ' !3! �.. OA R4MP c,Tti � .::vo.,v R3 j.,; . *.--, .,--, MILitifQ.0 ____-et, .., ,,-.›.-„--,,---2 !/ 4 t7 lc SU N)6 Rt 5[a' /� 'r1{1la 1t j!"a -- Ci' LLtori LEVAT/OA.1 Qrl, NOTES .PuRPose Plato v,sra 84:+4 f !°1'oorea ca. i Propose J Preto-, Ahne,FIOA7"S G/L N 6 Da roil MEA11f1dW,5j$Lolly &'J YER #1LLWr 0.0 C itG$> 1M'Drsr�y�c'rvy 8A ,STl?iRtl'A1=,Tte�aN[7A Fcres SBtiwo/M6S ARE tn+peer Ivrgarf. .. y . l.4�fl%O eAoLtirra,B9rv£/N'3£srgattj,gc7 va.r o Orsrotrs, L9A� 12:7.,,,, Cos. : T0"Floftrso.4i STRT,E.` WA,. "r'$ 6dI04D IR'4Ss 4fAth74c v7/0"'tp,Rry QtiliV5 : Ie)1►pttco77.1J Sys N, ,. rORrn C#.tsairor ,Rig 2$04378 $TQN ZAR cJM Po Towar rArd,04. 9$3t r i, 2 3 , r?.D,BDX F ERMIsr ix-17EN7c),v, 7,es t+'ottroAl 14411TON,W1'1.983541' Jt?aaCA W4LU4, WA„ 1930 °i0'2-2.7d R JIS+ 0 2-29-77 SYYEer / op t Contractors or Tradespeople Pr' er Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALL SAVE CONST&MGMT LLC UBI No. 602925961 Phone 3607320477 Status Active Address 340 Cherry Ave License No. ALLSASC915LE Suite/Apt. License Type Construction Contractor City Chimacum Effective Date 6/5/2009 State WA Expiration Date 6/5/2011 Zip 98325 Suspend Date County Jefferson Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date CCSONC"113QDC C Et SONS Construction General Unused 11/4/1989 10/19/1993 Archived CONSTRUCTION Contractor CCSONCI077J6 C C Et SONS Construction General Unused 4/2/1993 8/16/2004 Expired CONSTRUCTION INC Contractor Business Owner Information Name Role Effective Date Expiration Date CLEVENGER, PAMELA ANN Partner/Member 06/05/2009 CLEVENGER,MICHAEL ELTON Partner/Member 06/05/2009 CLEVENGER, DAVID E Partner/Member 06/05/2009 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors 100086426 05/26/2009 Until Cancelled $12,000.00 06/05/2009 Indem CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date UNDERWRITERS 2 PFK044177 05/26/2010 05/26/2011 $1,000,000.0005/03/2010 AT LLOYDS NAVIGATORS 1 4610086986 05/26/2009 05/26/2010 $1,000,000.00 06/05/2009 INS CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/25/2010 �- • Page 1 of 4 Lisa Yobbagy-Keller From: Jim Guy [jamesguyconstruction @msn.com] Sent: Monday, January 10, 2011 10:42 AM To: Lisa Yobbagy-Keller; Victoria Winteringham; henry Cc: Henry M Souza Subject: Re: MLA10-00388 Winteringham Lisa, Apparently, Victoria Winteringham has decided she doesn't want the stairs. Is there any refund due for the stairs, or did we go too far to get anything back? The total cost of the job has been reduced to $69,958. Jim Original Message From: David W. Johnson To: Frank Benskin ; Lisa Yobbaay-Keller Cc: Jim Guy ; Henry M Souza Sent: Monday, January 10, 2011 10:37 AM Subject: MLA10-00388 Winteringham Frank, Have you received the engineered plans for the floats yet? Lisa, How much of the fees paid were for the stairs to the beach? Thanks! From: Jim Guy [mailto:jamesguyconstruction @msn.com] Sent: Monday,January 10, 2011 10:17 AM To: David W. Johnson Subject: Re: permts, Communication David, Are we close to having permits? I need to know how the fees I've paid will be affected by the omission of the stairs, if at all, so I can amend my draw schedule for the project. Can you put me in touch with whoever is handling that? Thank you, Jim Original Message---- From: David W. Johnson To: Jim Guy ; Henry M Souza ; sorb235Ca.LNl.wa.gov ; Victoria Winterinaham ; Pam Clevenger; kate@knaussandseaman.com Cc: Stacie Hoskins ; David Alvarez Sent: Thursday, December 16, 2010 9:58 AM 1/11/2011 Page 2 of 4 Subject: RE: permts, Communication Jim, The permit was applied for by and shall be issued to the property owner,Victoria Winteringham. Ms. Winteringham has the option of designating a representative or"single contact person" (1CC 18.40.100(1) (c))to represent her in all matters relating to the permit application. Attached is the signed letter of authorization naming Henry Souza as that representative. The letter states that the"expeditious resolution of replacing beach stairs" is the reason for this authorization. Regardless of whether the stairs will be built, or who the representative is,the property owner is the applicant and has the final authority to make any decisions affecting her permit application. Until she indicates otherwise, Henry Souza is her designated representative and you will need to go through him in all matters related to the master land use application MLA10-00388. From: Jim Guy [mailto:jamesguyconstruction @msn.com] Sent: Wednesday, December 15, 2010 10:41 PM To: Henry M Souza; sprb235 @LNI.wa.gov; David W. Johnson; Victoria Winteringham; Pam Clevenger; kate@knaussandseaman.com Subject: Re: permts, Communication Henry, I spent some time this afternoon with Bruce Springer at the Department of Labor and Industries in Olympia. I have repeatedly asked you how you and Pam could possibly be involved in my contract with Victoria. I have also spoken to an attorney who has told me to ignore you. I need both you and Pam to stop interfering with my contract with Victoria. I need to take control of this job back as the sole contractor on the contract, and no Henry, I will not give you the kickback you've asked for since I got under contract with Victoria. I think it's extremely unethical that you asked for one, and the District Attorney would probably agree that demanding kickbacks from contractors is illegal. I bid a fair price for this job, and I don't have extra money to give you for introducing me to Victoria. Lying to the county about the cost of the job to save a few bucks to ask me for was unethical as well. Your writing is on the job cost space on the application OVER mine. I also need you to stop contacting my engineer. I pay her. You don't. Telling me that I no longer have the job to do the stairs as punishment for not cooperating with you is not in the client's best interest, and it's also WAY beyond your role as designer. Dave Clevenger, I will be doing the concrete and demolition myself. These pointless delays have cost me a great deal of money, and I need to do the whole job myself as stated in my contract with Victoria. I believe my contract with Victoria to do that part of my job supersedes any contract you have with Victoria to do so because mine came first. We can't both charge her for that. Pam, I need to know whether the things you've said to me and about me were said as an individual, or as a representative of your husband's company. The accusatory tone of some of your emails has been disturbing. Henry, Pam and Dave Clevenger, I need you each to explain to Bruce Springer from Labor and Industries your role in this project. He works at the specialty compliance services division. His email is sarb235Ca�LNI.wa.gov. His phone number is (360) 902-4768. I have nothing further to say to the three of you. Dave Johnson, I need you to schedule an appointment with me so I can pick up the permits. I 1/11/2011 • • Page 3 of 4 will get you the signed, stamped engineering as soon as I receive it. Please hold on to the original application as it has the job cost written on it over my writing in Henry's writing. I had written $90,000. I forget how much Henry wrote. I need you to talk to me directly as the contractor/applicant on this job. If you have questions about whether Henry is to be allowed to interfere with the permit process, direct those questions to Bruce. Victoria, I need you to talk to me directly so I can complete this contract. You have the Department of Labor and Industries and the law on your side to protect you from being harmed in any way by me. I don't believe you ever contacted any of my references. If you had, you would probably feel better about me. I can still, at this late date, provide you with some references if that puts your mind at ease. I will complete the contract as agreed for the price agreed, less any money due you for changes to the contract. I don't know what you've been told by these people that makes you not want to talk to me directly, but I assure you that I have your best interests in mind. If you don't want the stairs any more, you need to tell me so. If you've been told there's any reason not to trust me by anybody, I need you to tell me. I will let you know how much the next draw needs to be once we've talked about the stairs, and we need to talk very soon, because the permits are almost ready. All of you, it costs $1250 a week just to idle my business, and my business has been idled by your actions which have financially damaged me. Bruce, thank you for meeting with me today and explaining my rights and responsibilities. You have Henry, Pam and Dave's contact information here. Please contact Dave Johnson at Jefferson county, also copied here, as soon as possible to let him know I need the permit process to go forward. Please also send Victoria a note explaining what needs to happen from here out regarding my contract with her, and explain to her how your department protects her from being harmed by me. She's bound to be confused. Please let me know if you need any more documentation from me. I have kept every email between myself and all the parties named here. Kate, I have no idea who you are, but you're not on my contract with Henry. This is a simple contract, and I want to complete the work as soon as possible. Jim Guy Owner of Northwest Docks. Northd910LK Original Message From: Henry M Souza To: 'Jim Guy' ;Victoria Winterham ; Pam Clevenger Cc: henrvadesiansbysouza.com ; Kate Sent: Wednesday, December 15, 2010 11:47 AM Subject: permts, Communication Just a reminder Jim, I am the legal representative/agent for Mrs. Winteringham. I am also the designated rep for the building department. I have asked DCD to help in the communication process so that the entire team is in the loop. All communication with DCD needs to go through me so that we do not have anymore confusion. Your cooporation in this will augment the speed for permit issuance. Also I have asked the engineer, Ms Snodgrass, for drawings that are to scale and with engineered signed and stamped. Kelli said that she is sending them to you this week. Jim please send me these drawings for last approval of changes to the original plans. Let's work together, 1/11/2011 • • Page 4 of 4 Henry Henry M. Souza, CGP, CAPS Designs by Souza, Inc 164 Swanson Ave, Inc. Port Townsend, WA 98368 Office: 360.379.8338 Cell: 360.643.3690 Member of the National Association of Home Builders, www.nahb.org 1/11/2011 Page l of 4 Lisa Yobbagy-Keller From: David W. Johnson Sent: Monday, January 10, 2011 12:05 PM To: Frank Benskin; Lisa Yobbagy-Keller Cc: 'Jim Guy'; 'Henry M Souza' Subject: RE: MLA10-00388 Winteringham Jim, You need to get with Frank and figure out what he needs for the dock building permit and then submit that to him and Henry. From: Frank Benskin Sent: Monday, January 10, 2011 11:51 AM To: David W. Johnson; Lisa Yobbagy-Keller Cc: 'Jim Guy'; 'Henry M Souza' Subject: RE: MLA10-00388 Winteringham David, I have received some generic cut sheets and unreadable flotation design sheets. Neither satisfy my request for drawings with an original signed and dated wet stamp form the engineer of record. From: David W. Johnson Sent: Monday, January 10, 2011 10:37 AM To: Frank Benskin; Lisa Yobbagy-Keller Cc: 'Jim Guy'; Henry M Souza Subject: MLA10-00388 Winteringham Frank, Have you received the engineered plans for the floats yet? Lisa, How much of the fees paid were for the stairs to the beach? Thanks! From: Jim Guy [mailto:jamesguyconstruction @msn.com] Sent: Monday,January 10, 2011 10:17 AM To: David W. Johnson Subject: Re: permts, Communication David, Are we close to having permits? I need to know how the fees I've paid will be affected by the omission of the stairs, if at all, so I can amend my draw schedule for the project. Can you put me in touch with whoever is handling that? Thank you, 1/10/2011 • • Page 2 of 4 Jim Original Message---- From: David W. Johnson To: Jim Guy ; Henry M Souza ; sprb2350.LNl.wa.gov ;Victoria Winteringham ;Pam Clevenger ; kateaknaussandseaman.com Cc: Stacie Hoskins ; David Alvarez Sent: Thursday, December 16, 2010 9:58 AM Subject: RE: permts, Communication Jim, The permit was applied for by and shall be issued to the property owner,Victoria Winteringham. Ms. Winteringham has the option of designating a representative or"single contact person" (JCC 18.40.100(1)(c)) to represent her in all matters relating to the permit application. Attached is the signed letter of authorization naming Henry Souza as that representative. The letter states that the"expeditious resolution of replacing beach stairs" is the reason for this authorization. Regardless of whether the stairs will be built, or who the representative is,the property owner is the applicant and has the final authority to make any decisions affecting her permit application. Until she indicates otherwise, Henry Souza is her designated representative and you will need to go through him in all matters related to the master land use application MLA10-00388. From: Jim Guy [mailto:jamesguyconstruction @msn.com] Sent: Wednesday, December 15, 2010 10:41 PM To: Henry M Souza; sprb235 @LNI.wa.gov; David W. Johnson; Victoria Winteringham; Pam Clevenger; kate @knaussandseaman.com Subject: Re: permts, Communication Henry, I spent some time this afternoon with Bruce Springer at the Department of Labor and Industries in Olympia. I have repeatedly asked you how you and Pam could possibly be involved in my contract with Victoria. I have also spoken to an attorney who has told me to ignore you. I need both you and Pam to stop interfering with my contract with Victoria. I need to take control of this job back as the sole contractor on the contract, and no Henry, I will not give you the kickback you've asked for since I got under contract with Victoria. I think it's extremely unethical that you asked for one, and the District Attorney would probably agree that demanding kickbacks from contractors is illegal. I bid a fair price for this job, and I don't have extra money to give you for introducing me to Victoria. Lying to the county about the cost of the job to save a few bucks to ask me for was unethical as well. Your writing is on the job cost space on the application OVER mine. I also need you to stop contacting my engineer. I pay her. You don't. Telling me that I no longer have the job to do the stairs as punishment for not cooperating with you is not in the client's best interest, and it's also WAY beyond your role as designer. Dave Clevenger, I will be doing the concrete and demolition myself. These pointless delays have cost me a great deal of money, and I need to do the whole job myself as stated in my contract with Victoria. I believe my contract with Victoria to do that part of my job supersedes any contract you have with Victoria to do so because mine came first. We can't both charge her for that. Pam, I need to know whether the things you've said to me and about me were said as an individual, or as a representative of your husband's company. The accusatory tone of some of your emails has been disturbing. Henry, Pam and Dave Clevenger, I need you each to explain to Bruce Springer from Labor and Industries your role in this project. He works at the specialty compliance services division. His 1/10/2011 • • Page 3 of 4 email is sprb235 @LNI.wa.gov. His phone number is (360) 902-4768. I have nothing further to say to the three of you. Dave Johnson, I need you to schedule an appointment with me so I can pick up the permits. I will get you the signed, stamped engineering as soon as I receive it. Please hold on to the original application as it has the job cost written on it over my writing in Henry's writing. I had written $90,000. I forget how much Henry wrote. I need you to talk to me directly as the contractor/applicant on this job. If you have questions about whether Henry is to be allowed to interfere with the permit process, direct those questions to Bruce. Victoria, I need you to talk to me directly so I can complete this contract. You have the Department of Labor and Industries and the law on your side to protect you from being harmed in any way by me. I don't believe you ever contacted any of my references. If you had, you would probably feel better about me. I can still, at this late date, provide you with some references if that puts your mind at ease. I will complete the contract as agreed for the price agreed, less any money due you for changes to the contract. I don't know what you've been told by these people that makes you not want to talk to me directly, but I assure you that I have your best interests in mind. If you don't want the stairs any more, you need to tell me so. If you've been told there's any reason not to trust me by anybody, I need you to tell me. I will let you know how much the next draw needs to be once we've talked about the stairs, and we need to talk very soon, because the permits are almost ready. All of you, it costs $1250 a week just to idle my business, and my business has been idled by your actions which have financially damaged me. Bruce, thank you for meeting with me today and explaining my rights and responsibilities. You have Henry, Pam and Dave's contact information here. Please contact Dave Johnson at Jefferson county, also copied here, as soon as possible to let him know I need the permit process to go forward. Please also send Victoria a note explaining what needs to happen from here out regarding my contract with her, and explain to her how your department protects her from being harmed by me. She's bound to be confused. Please let me know if you need any more documentation from me. I have kept every email between myself and all the parties named here. Kate, I have no idea who you are, but you're not on my contract with Henry. This is a simple contract, and I want to complete the work as soon as possible. Jim Guy Owner of Northwest Docks. Northd910LK Original Message From: Henry M Souza To: 'Jim Guy' ;Victoria Winterham ; Pam Clevenger Cc: henrv(adesiansbysouza.com ; Kate Sent:Wednesday, December 15, 2010 11:47 AM Subject: permts, Communication Just a reminder Jim, I am the legal representative/agent for Mrs. Winteringham. I am also the designated rep for the building department. I have asked DCD to help in the communication process so that the entire team is in the loop. All communication with DCD needs to go through me so that we do not have anymore confusion. Your cooporation in this will augment the speed for permit issuance. Also I have asked the engineer, Ms Snodgrass, for drawings that are to scale and with engineered signed and stamped. Kelli said 1/10/2011 Page 4 of 4 • that she is sending them to you this week. Jim please send me these drawings for last approval of changes to the original plans. Let's work together, Henry Henry M. Souza, CGP, CAPS Designs by Souza, Inc 164 Swanson Ave, Inc. Port Townsend, WA 98368 Office: 360.379.8338 Cell: 360.643.3690 Member of the National Association of Home Builders, www.nahb.org 1/10/2011 Jodi Adams From: David W. Johnson Sent: Wednesday, December 10, 2014 1:43 PM To: Jodi Adams Subject: RE: old bldg files Cancel them. From:Jodi Adams Sent:Wednesday, December 10, 2014 12:57 PM To: David W.Johnson Subject: old bldg files David, I have three old building files that I think you were going to follow up on to see if the applicant was still working on them. I'm a little fuzzy on the details,too much time has passed! Can you look these up and let me know if I should cancel the building file or leave it open? BLD10-231/MLA10-256 DANDRIDGE BLD10-370/MLA10-388 WINTERINGHAM BLD12-126/MLA12-088 BACHHUBER Thanks, Jodi Adams Office Coordinator Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone 360-379-4494 Fax 360-379-4451 jadams(c?co.jefferson.wa,us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 4'¢sON e JEFFERSON COUNTY ti DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment �9SNrN,,co Tel:360.379.4450( Fax:360.379.4451 ( Email:dcd @co.lefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning J Watershed Stewardship Resource Center 1/30/2014 Victoria Winteringham 311 Forest Ave Vermillion SD 57069-3111 Dear Ms.Winteringham, According to our records you applied for stairs to the beach, pier, ramp and float on parcel#601225016 on 6-29-2011. Upon review of your application file we show that a request for additional information was sent out to you on 6-30-2011 and we have not received the material needed to complete the permitting process. Jefferson County Code states: 15.05.060 Building permits—Department of community development. (3) Time Limitation for Applications. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The total time period of such extensions shall not exceed 180 days; provided, that additional time extensions may be granted by the building official based on justifiable cause and written request of the applicant. As of the date of this letter, we have no evidence of activity on this permit application in the time frame indicated above. We strongly encourage you to either fulfill completion of this application so the permit can be issued or withdraw the application. Please be aware that building without required permits will incur significant penalties, as shown on the reverse of this letter. If construction was started without a permit, we strongly encourage you to finish the permit application to avoid additional penalty fees. If we do not receive a response from you by March 31,2014 we will deem the permit abandoned and proceed with closing out the file. Any future work for this project will require a new permit application, and payment of current fees. Please contact our department as soon as possible to arrange for completion or cancellation of your permit application. Sincerely, Mary Blain Permit Technician (360)379-4452 frd JEFFERSON COUNTY DEPARTMENT F COMMUNITY DEVELOPMENT wr,� 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment 2Iv o Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@@co.iefferson.wa.us Building Permits&Inspections 1 Development Consistency Review J Long Range Planning(Watershed Stewardship Resource Center January 14, 2014 Penalties for work without required permits or inspections Pursuant to the authority granted to the Building Official in Section A109.6 of the 2012 International Building Code, the penalty for commencing any work prior to obtaining required building permits shall be as follows: For commencing work up to one year prior to issuance of required permits; the current standard fee, plus 15% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than one year but less than two years prior to issuance of required permits; the current standard fee, plus 20% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than two years but less than three years prior to issuance of required permits, the current standard fee, plus 30% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than three years but less than four years prior to issuance of required permits; the current standard fee, plus 40% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than four years but less than five years prior to issuance of required permits, the current standard fee, plus 50% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work more than five but less than six years prior to issuance of required permits, the current standard fee, plus 60% of the current standard fee, as established by the Jefferson County Community Development Department. For commencing work six or more years prior to issuance of required permits; the current standard fee, plus 75% of the current standard fee, as established by the Jefferson County Community Development Department. The penalty for commencing any work prior to obtaining required building inspections may include an immediate stop-work order and other measures as determined necessary by the Building Official, pursuant to Jefferson County Code Chapter 18.50. id" OF /. Carl Smith Community Development Director and Building Official Page 2 I,; x c • t'l `i ,I ..* ,..;:.:"...;.* ..t".:N ';.,..iiie. :,,, , t.. . k.*,,k,::,:,y .,,J,-t-:-,'. . r: r y 't v-i1F.'` . 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''',f ,V„f a i r , .'i fit: f ' .,,' 4' ` , ' ' ,t ' - <' it ,,,. K 44 ,.......:7 .w ' tt } :! E l < P % > s to 4., f kx' 1` "' s ; F r z �^ r x �t,� ..ii 1 (may,. :. .'! F m yq lit, 1 �, .r. i isk ,wu , ' I 1 5 ,.Eli.. a;.. 4 f€' k. 4 Y '`Wit^ 3 - ' "T s t ,, . I,,, ' *Iiiiiiree 4114 1.-.y, ,..r it 1 ,t T X ". 1 E ;:3 Y 144. A.t ti. n,gx,,i I t t q ,yi r , ,i,,?' t, K,{ s, '1t . l ,,h • , , 4 l.t"< lr, fin i ....., ,t"' ,r,. fix �.,;,,,,vi:. e �' .' `' 3g'� 164 Swanson Avenue Port Townsend,WA 98368 360-379-8338 Designs by Souza, Inc. Cell:360-643-3690 henry@designsbysouza.com Trans:mind To: David Johnson DCD From: Fax: Pages: 1 Phone: Date: 11/13/2011 Re: Winteringham Pier, ramp and float CC: application ❑Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑ Please Recycle (1) • Comments: Thank you for reminding us about the open application. As you know we came into a problem with the contractor which still has not been totally resolved. 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Designs for Sustainable Living 1` ECEIVED JUN 2 2 2Q11 Al Scalf p�p� Department Of Community Development ' if 821 Sheridan Street Port Townsend,WA 98369 Mr. Scalf, We are requesting that DCD separate the Stair Construction form the Dock Permit, BLD10-00370 , to create a stand-alone permit. This is due to the legal action against the Dock contractor which impedes us from moving forward—which will create jobs and bring in revenue. Due to the vast amount of rain this year we would like to complete the site preparation to protect the building site and our client's substantial investment. Henry M. Souza, CGP,CAPS 7 David Clevenger, General Contractor DcAsuitD . Lecr 164 Swanson Ave Voice 360.379.8338 Port Townsend,WA 98368 Cell: 360.643.3690 www.designsbysouza.com henry @designsbysouza.com 4 Designs by Souza, Inc. Designs for Sustainable Living To: Lisa Yobbagy-Keller From: Henry M.Souza Fax: Pages: 8 Phone: Date: 6-22-2011 Re: Winteringham Project CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑Please Recycle (1) • Comments: We are send you copies of: Letter to Al Scalf Ltr of Trans,4-182011 Date Stamp ? Original Transmittal Letter of Rationel Rational sirt pain 1 .�. ° New section Site plan showing"retaining wall" Thank you, He M.Souza \---/k1Z Henry Souza, CGP, CAPS henry(c�desiq nsbysouza.com Member of National Association of Home Builders, http://www.nahb.orq/ Frank Benskin From: Michael [santiago2 @cablespeed.com] Sent: Monday, June 20, 2011 10:58 AM To: Frank Benskin Cc: 'Dave Clevenger'; santiago2 @cablespeed.com Subject: FW: Winteringham Project Frank, Please note this revision to Friday's change A revision to the change for the 4 ft wall was made late Friday PM to allow the batter to be 6" by the addition of 2" at the footing so that the wall tapers from 14"to 8"....the steel change applies with#5 bars at 12" oc longitudinal.....please indicate if you need further info....Michael From: Michael [mailto:santiago2 @cablespeed.com] Sent: Friday, June 17, 2011 11:28 AM To: 'Dave Clevenger'; 'fbenskin @co.jefferson.wa.us' Cc: 'santiago2 @cablespeed.com' Subject: Winteringham Project This is to approve a change to the 4 ft high PCC wall that provides for a batter of 4" in the face of the wall with the back vertical the base would be 12"thick and taper to 8" at the top of the wall....the steel with#5 @ 5 1/4"centers will work (with the 3" to the face of the back wall) please advise if anyone needs any additional information Michael ii 1 1 STRUCTURAL CALCULATIONS RETAINING WALL/ ROCKERY WINTERINGHAM RESIDENCE 841 Fairmount Road Port Townsend, WA 98368 Q g a s, 0 IEXP. DATE: 05 / 05 / 12 Michael J.Anderson PE&PLS No.27665 330 Cleveland Street Port Townsend,WA 908368 . -712/7"-: / w 2 /1/ 2 if/efri , /z -rAiis-117,17 A-L./,- fi-e9 ./467z 7 Az- ---=-- iz / - ---- --- , cl ( ) R5L' 77,2 ,-.- ,-/-7-yz.-5--_-: -17 .4 -? / \-\, :--- 4.,;,...70 /4../-,_ / \ /* / I 1" 7 ia '---j ,.. 26- ,fr '(1)".. l' l•--7-'' --t. 177C:): \ 1 ( , 1 ( 0 ' . . 5 \ --.6:21 \ . 1/ 4511 -AL /7 ------ • .; ,,4 „ - • -,-- - i .-- "--- :>, __----------- '',7? \'D -* 4- Q\ 0-, q ‘ -.--- /0" e , , 1 -4-ef-// ;-7;-- , i 1 i. 1- --___t‘e7//------.7,7: - ...,;6‘L---c-----1 4cd, / /1 A :7-5-rzim-re. P /1,10 , / / \ N 1) 11/0 14■6?)(2, 5;) -7,Xj 0 /60 — ) 771Z6 -1'---- 4.7 -7-•''---W - /6...,5, s, 74-, , ../ ) . I d7) /7r-if/i I.'-'''?2 ee><- •6,e2 ',, C2 r. ,•-• 7 00 7) / .,/," r_ /•,L-: ‘-/ 6,6. - • 0 .4- Z/Z,7 .--- 2/r2.`"7 7 4 , 4fritir 7; atc fr-g771/1,11/44 41'VIT•IL 91' 14/-A-1 p b 7 7 ( .67 /142 /o / a-i- x 1 -3 // /1-44"/ /4.-, /,9x/z /45 -, e%. qoz 7/- (7) (7 o, 76 45 7 1, k , 4- ti 1 )- vo-pr trIti / 2 71, II Designs by Souza, Inc. ,„ Designs for Sustainable Living rrianSrnifid. To: David Johnson, Frank Benskin From: Henry M. Souza Fax: Pages: 8 Phone: Date: 1-3-2010 Re: Winteringham Stairs CC: ❑ Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle (1) • Comments: David and Frank please let me know if you need any more information. I sent this to the engineer so he is ready to go. Happy New Year, Henry Henry Souza, CGP, CAPS henry(a�desiq nsbysouza.com Member of National Association of Home Builders, http:ffwww.nahb.orgf Designs by Souza, Inc. Designs for Sustainable Living Jim Guy !La E 117 7717 7)s. Northwest Docks 9117 Molly Lane#114 Anacortes, WA 9822 JAN I Mr. Guy, J£r'r ? C!U w i Y 1:1C0 As the legal agent of Mrs. Winteringham I am representing her interests and notifying you that your services are no longer needed. This communication is official termination--from Mrs. Winteringham--of the contract signed 10-1-2010. Your repudiation of the original contract, evidenced by your inability to perform what was originally agreed to, and your refusal to provide in writing the requested amendments is resulting in this termination. Listed below are reasons for your termination. • Inability to work with the project contractor. Many times the team coordinator has asked you to meet to go over the project scheduling and the adjustment in the contract. As you have failed to meet with the project coordinator, you are unaware of what other factors in Mrs. Winteringham's project may have an impact on what you were hired to construct. • Failure to provide drawings that have been done by an engineer--licensed in the State of Washington--to scale with original stamp and signature which is state law. Your failure to provide these drawings prohibits Mrs. Winteringham, or her agents, from evaluating your proposed project. • Failure to recognize Henry Souza as the agent and representative of Mrs. Winteringham and ignoring Mrs. Winteringham's requests that you work with Mr. Souza. As you refuse to discuss your portion of the overall project with Mr. Souza, this is a clear sign that you are not willing to perform as agreed upon. • The apparent inability to recognize Mr. Souza as the Legal agent of Mrs. Winteringham when stated by to Jefferson County Department of Community Development. Again,because of your refusal to cooperate with the project coordinator and the general contractor, you have impacted Mrs. Winteringham's ability to have the overall project approved by the County. • Resistance to provide the necessary documents to Jefferson County DCD. • Failure to amend your contract as requested, showing the reduced size of the dock. Due to your failure to be aware of the specific code requirements, Mrs. Winteringham contracted with you to build something larger than the law would allow. Your refusal to renegotiate the contract is being taken as a clear sign that you intend to repudiate. • Refusal to send Mrs. Winteringham a drawing to scale of the dock changes you where required to make because of your inaccurate estimation--guess--in mitigating the dock square footage allotment. • Refusal to except Mrs. Winteringham's request to delete the stairs which she has requested of you several times. 164 Swanson Ave Voice 360.379.8338 Port Townsend, WA 98368 Cell: 360.643.3690 www.designsbysouza.com henry @designsbysouza.com e RECitrIVED Designs by Souza, Inc. ''" Designs for Sustainable Living JAN 102011 • Refusal to reply s . it ow -' :.e Mrs. Winteringham's attorney's request to respond to issues of your contract. Y ii I . .f;, 4" i I ol J. Ili at you were in breach, but given an opportunity to cure the issues identified. You have failed to respond, which is being taken as a clear sign that you intend to repudiate. • Failure to provide the necessary--notice per RCW 18.27.114 to Mrs. Winteringham when my client signed your contract. This is a per se violation of the Consumer Protection Act, entitling Mrs. Winteringham to claims against you. • Failure to keep your contractor's license in effect during the submittal of the application on October 25, 2010. Your liability insurance lapsed, which could result in temporary suspension of your contractor's license. This also left Mrs. Winteringham open to third party liability while you were under contract with her. Mrs. Winteringham has asked that you do not communicate with her in any form electronic, verbal or written. I hope that you can respect her wishes. Please refund any remaining monies that you possess. I understand that you incurred expenses and paid permit fees. Please send an itemized list of these expenses and a release of interest from any and all your consultants and material suppliers with a refund check of the remaining amount. I truly hope that we can settle this in a professional manner. 47 / Henry M. uza, CGP, CAPS (o4ei✓/") 164 Swanson Ave Voice 360.379.8338 Port Townsend, WA 98368 Cell: 360.643.3690 www.designsbysouza.com henry @designsbysouza.com November 22, 2010 VICTORIA WINTERINGHAM 311 FOREST AVE VERMILLION SD 570693111 RE: SITE ADDRESS: 841 FAIRMOUNT RD CASE#: BLD10-00370 Dear VICTORIA WINTERINGHAM: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: Stair details including type of materials used rise and runiguards 7C— Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at (360) 379-4450. Sincerely, Plans Examiner c: File ALL SAVE CONSTRUCTION & MGMT LLC HENRY M SOUZA , _ ----‘ff:-.? -›-r . • ArliV\ . • . .. ,-, .....e _ --ammrsummor • Date 6-t,(0 time received /, ")( am /( 2 _ _ Mon. Tues. .Wed; Thur. MD: / - 0 3707 Date: L.0 — CI, . OWNER: tA)I LOT en et Ctc444-....,. V Contact Name : ''(alk * &k titA14"‘":4* Vt.- I / . ADDRESS: Contact Number r , V 206 - 4 it . A • I - ' r Notes: 1 \A)0 V . . -_Foundation Plumbing - Framing Propane Tank Mechanical ___,_._. .._,. .._..r Setbacks I/ Under-ground Framing _ thidei ground Furnace Footing Rough in Air seal _ Above ground V Gas Stemwall _ Hydronic Exterior shear Exterior lines 011 4._ Straps .....__ Interior shear _ Interior lines ; Ducts y . Post Hole _ Ventilation Appliance _•Underfloor _ . Gas/wood stove . Man.Homes Setbacks V • ' Insulation Final Inspectipn _ .I. Foundation Block&Tie floor _wall ceiling Address Postld __ . -,, . , . L, iegun t:4.15- 1 1. --k- i . , ,) Date 6'' Al' 11 time received 7■ -2S-6/ pm Mon. Tues. le Thur. -Fri. BLD: / - 0 Date: OWNER: 19 Lit el 1 L i, 1..-\.. Contact Name: sr ' 0.- A,.....,,,-.i ADDRESS: \ a.. -- In .. Contact Number 360 6 q 3- 9 4 9 L , _ 4 L ..5.re c i i --,), 206 4. ... Notes: gr Foundation Plumbing • Framing Propane Tank Mechanical " Setbacks Under-ground Framing Under ground Furnace _ Footing Rough in _ Air seal Above ground Gas _ Stemwall _ Hydronic Exterior shear Exterior lines Oil _ Straps Interior shear Interior lines • Ducts .. Post Hole Ventilation Appliance _ Underfloor Gas/wood stove Man-Homes . Setbacks insulation. Filial Inspection Foundation . 0 Block&Tie floor wall ceiling. . Address Posted . i Winteringham Residence Floatation Design Prepared for: Northwest Docks Jim Guy Prepared by: Kelli Snodgrass, P.E KJS Engineering, PLLC 8638 Nahahum Canyon Road Cashmere, WA 98815 509.679.9770 January 2, 2011 10042 wzi \I A -; „ le, RECEIVED JAN 10 2011 - 1 - JEFFERSON COUN1 DCD vv'iki-rio-ti\kzrtJmA • Ft-okr-tkipt\I A ‘e),G. DesihiNi F-Loy- i1or4 f-be /2112 FSF Rett\c-i-lohi t_Ok-r,) 2c)(6-1216) 2,4o0(6% 0 ‘;-0- A5cL; 4 x1/46‘,0- 16'2,-s Ib e,,,APiktcroi. a ti) e alb OF oKr. E}A0 occ L11 240 WA-WA/VA-14 trl 5- (00 • tOON6) 21:00 fi9c (,) YK400 X12.- a0(640.4 s ,00+cif Cr)( 20 zefoo (3)cabl-Nkr72-)412.- c-ocro,,c-fttf 01/0(3) = "Agit° oi(- • 1 0 2,Y.1 riiiiRSON COW thai 1 . ! 1 , H! 71 ; L I 1 , , , III II IIIT-T, III , ; I._ L _____, ; _I__ .t_.. 1... ‘ - I, fit. 1: 1, 1, 111 1 „_,, 1 1 i ,, i I H I I 0 , I LI r iLli ' ! 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Page 2 of 3 2448-08 24°X 48°X 8° 285 26 view Add to Estimate E _ 2448-12 24"X48"X 12" 433 31 view Add to Estimate 2448-16 24"X 48"X 16" 585 37 view Add to Estimate 2448-20 24"X 48°X 20" 730 42 view Add to Estimate ,-, i 2448-24 24"X 48"X 24" 850 49 view Add to Estimate 2448-36 24"X 48"X 36" 1314 70 view Add to Estimate Series 2496. 2496-08 24"X 96"X 8" 555 52 view Add_to Estimate 2496-12 24°X96"X 12" 839 64 view Add to Estimate . • i 2496-16 24"X 96"X 16" 852 79 view Add to Estimate al 0 0 0411114 Series 3648: ` 3648-12 36"X48"X 12" 656 43 view Add to Estimate 3648-16 36"X 48"X 16" 860 51 view Add to Estimate 3648-18 36°X 48"X 18" 982 52 view Add to Estimate 3648-20 36"X 48°X 20" 1066 59 view Add to Estimate " 3648-24 36"X 48"X 24" 1270 64 view Add to Estimate 3648-32 36"X48"X 32" 1609 88 view Add to Estimate Series 3672: :: .144iiirm 3672-12 36"X 72"X 12" 980 60 view Add to Estimate 3672-16 36"X 72"X 16" 1320 76 view Add to Estimate --- — ------- 3672-20 36"X 72"X 20" 1638 86 view Add to Estimate 4 3672-24 36"X 72"X 24" 1915 94 view Add to Estimate 3672-32 36"X 72"X 32" 2544 107 view Add to Estimate = Series 3696: 3696-12 36"X 96"X 12" 1299 24 view Add to Estimate 3696-16 36°X 96"X 16" 1740 32 view Add to Estimate 3696-20 36"X 96"X 20" 2172 40 view Add to Estimate 3696-24 36"X 96"X 24" 2594 48 view Add to Estimate , 3696-32 36"X 96"X 32" 3409 60 view Add to Estimate 3878: 3878-12 138"X 78°X 12° I 1135 I 69 I Na I Add to Estimate Series 4272: 4272-12 42"X 72"X 12" 1159 70 view ( Add to Estimate 4272-16 42"X 72"X 16" 1536 81 view Add to Estimate Series 4848: 4848-12 48"X 48"X 12" 890 53 view Addto Estimate 4848-16 48"X 48"X 16° 1215 65 view Add to Estimate 4848-20 48"X 48"X 20" 1478 79 view Add to stimate 4848-24 48"X 48"X 24" 1741 83 view Add to Estimate 4848-32 48"X 48"X 32" 2191 106 view Add to Estimate Series 4860: 4860-12 48"X 60"X 12" 1100 69 view Add to Estimate 4860-16 48"X 60"X 16" 1488 79 view Add to Estimate 4860-20 48"X 60"X 20" 1855 91 view Add to Estimate 4860-24 48"X 60"X 24" 2174 103 view Add to Estimate 4860-32 48"X 60°X 32" 2800 130 view Add to Estimate Series 4872: 4872-12 48"X 72"X 12" 1350 77 view Add to Estimate 4872-16 48"X 72°X 16" 1769 95 view Addto Estimate 4872-20 48°X 72"X 20" 2266 108 view Add to Estimate �j� 4872-24 48"X 72"X 24" 2660 118 view Add to Estimate E �E IV 1[:I) 1l A���LL/// 4872-32 48"X 72"X 32" 3365 172 view Add toE imate Series 4896: 4896-12 48"X 96"X 12° 1803 102 view Add to Estimate JAN 10 2011 4896-16 48"X 96"X 16" 2420 124 view Add to Estimate JEFFERSON CUuwEY DUI http://www.scottcomarine.com/float drums.html 1/2/2011 Fr ' . ... 4 . , .., . . . , . .. , \ . .. .. . , • . . . . , ... . . 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Page 1 of 1 Receipt Washington State Department of Labor and Industries i Contractor ID: NORTHD*910LK Company"!NORTHWEST DOCKS Address: 9117 MOLLY LANE SU 114 City:ANACORTES State:WA Zip: 98221 -- Fiscal Transaction Receipt -- s Fiscal Transaction: 102946387 Created:11/3/2010 Payments: $53.60 -- Payments -- Type Amount Payer Reference Cash $53.60 NORTHWEST DOCKS -- Services -- 2007914223 Description Reference Quantity Price IRL CONTRACTOR REINSTATEMENT NORTHD"910LK 0 $53.60 • rrctrrtCounter 11:17:42010 1 4 3.3i ikrui ActI tty 2007914223 Trap 4=.1:1 002 946,3; 7 T5i3.60 MOP: Currency NOTE:All refund requests must be made in writing.Refunds may require processing through central office and we cannot guattuntee immediate refunding of services. http://field-services.apps-inside.lni.wa.gov/FrontCounter/FCRevRecWeb/PConfirm1age.A... 11/3/2010 fi 4 t�f » bt. r7z, ;, WATERFRONT i v �: 5 ,4.Y ,ri; e�~R ` SOLUTION i. - 4 - { x Ff r��lll A �6' Y 5 ' _ .. revs ,',:i.7 ' ' x`Kk';:1A FY . ;f ,P - _ s -xr' �` Corrosion Resistance of Aluminum { it -....f;',„,...;,,,..-„;, 1'irr., ..2...;:::!..-::,:."'=:'!;:',%_-os n - ' P` 1,r) y. a 4 .-:.:51:..:,..I,, '' A CMI Technical White Paper r*-re ' � ' � % w Jon Perryman " ,...31,6,,,,,,v,..-4- .4: {, i January 2007 x { s -„, ,,.,...,,,r,%.,:-.,,;') !--..;,,-',', .-irk-.K*,., 1 ' �r - ` - oar e- v ,t `s._. '� t..134' q P :F: `E k4 a� v 44 s r r� - t 'sk', ' ' `y= ri :'; d Physical properties are defined byASTM testing standards,The Aluminum Association Design Manual,and/or � , r a s..,. standard engineering practice. The values shown are nominal and may vary.The information found in this _" r ,.;4,, x document is believed to be true and accurate.No warranties of any kind are made as to the suitability of any '' �' CMI product for particular applications or the results obtained there from ShoreGuard,C-Loc,TimberGuard, ,-..,`‘-`y•,r` ^_ fe ; GeoGuard,Dura Dock,Shore-All,and Gator Gates are registered trademarks of Crane Materials International. , 4F f, ArmorWare, Ultra Composite,Gatorpocks,and CMI Waterfront Solutions are trademarks of Crane Materials ,* a ` ;' ' : International. United States and International Patent numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; rrr %ir=. �� g� �y� �} � �t > 6,053,666; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 7,059,807; 7,056,066; 7,025,539; .rv, .�' ; 1,245,061;Other patents pending.©2007 Crane Materials International.All Rights Reserved. 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E 5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 0041-17704 933+8166 Corrosion Resistance of Alumium Introduction strength and corrosion resistance,certain aluminum alloys are formulated for similar results. Actually,the operation that You can find a dock or seawall made of almost any allows stainless steel to perform as it does is nearly identical construction material under the sun. However,certain to that of aluminum. 6061 and 6063 are examples of"marine materials have gained widespread acceptance while others grade"alloys that can achieve high strength and corrosion have struggled to find their place. resistance. Aluminum,while one of the most abundant metals on Conversely,another common alloy,7075,exhibits superior earth,has made slow inroads to the construction market strengths,over 1.5 times that of the marine grade alloys,but due in large part to the lack of available technology is much more susceptible to corrosion.This alloy sees heavy to capitalize on its natural advantages.With modern use in the aircraft industry where the environment is typically manufacturing and engineering procedures for aluminum mild and aluminum corrosion isn't likely to occur.While a now firmly established,it is no longer an experimental high performance material in the aircraft industry,it would metal. It has gained worldwide acceptance as a dominant perform poorly in marine conditions. marine construction material and for good reason.With aluminum's prevalence in such critical and demanding There are hundreds of different aluminum variations. Like industries,why then has it seen such resistance in the steel,each exhibits different qualities and is formulated U.S.for coastal applications? The answer lies in common for different and specific end uses. It is imperative that the misconceptions regarding the major causes of corrosion proper alloy is selected to realize aluminum's reputation as a in the marine environment and how they effect aluminum highly corrosion-resistant metal in marine applications. specifically. Why is aluminum so corrosion resistant? This paper will lay out the different electro-chemical processes that affect aluminum in the marine environment, Aluminum is actually a very active metal,meaning that its the positive results,and the keys to overcoming negative nature is to oxidize very quickly.While a weakness for most outcomes. metals,this quality is actually the key to its ability to resist corrosion.When oxygen is present(in the air,soil,or water), Aluminum is Aluminum...Right? aluminum instantly reacts to form aluminum oxide.This aluminum oxide layer is chemically bound to the surface,and You are probably familiar with aluminum's reputation as a it seals the core aluminum from any further reaction.This highly corrosion-resistant material,but you may have also is quite different from oxidation(corrosion)in steel,where heard stories of,or actually experienced cases of extreme rust puffs up and flakes off,constantly exposing new metal aluminum corrosion in your area.The first and single to corrosion. Aluminum's oxide film is tenacious,hard,and most important step towards capitalizing on aluminum's instantly self-renewing. advantages is making certain that a marine grade alloy is used. According to the US Army Corps of Engineers,"Aluminum has excellent corrosion resistance in a wide range of water and An inspection of the vast difference in corrosion-resisting soil conditions because of the tough oxide film that forms abilities of stainless steel and plain carbon steel may give on its surface.Although aluminum is an active metal in the some insight. As its name suggests,stainless steel is very galvanic series,this film affords excellent protection except in corrosion resistant,while plain carbon steel is attacked several special cases."' almost immediately when exposed to the atmosphere. Just as stainless steel alloys have specific additives and properties that provide an optimum combination of 2 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 Corrosion Resistance of Alumium Is aluminum corrosion proof? or near the ocean.While it may seem logical to draw the conclusion that the salt water must be corrosive to the The Aluminum Association states,"Unless exposed to some aluminum,it is not. Salt water does not corrode aluminum substance or condition which destroys this protective oxide because of its neutral pH. A saltwater solution can,however, coating,the metal remains resistant to corrosion.Aluminum be a major facilitator for galvanic or dissimilar metal is highly resistant to weathering,even in many industrial corrosion,a more complex corrosive process. atmospheres,which often corrode other metals.It is also resistant to many acids."' What is a galvanic(dissimilar metal)reaction? Although aluminum has a huge advantage when compared This is a basic version of a galvanic cell,much like the battery to other metals,it is not always completely impervious in your car.When two dissimilar metals are immersed in to corrosion. Its protective oxide layer can become an electrolyte solution,a battery is created.The electrolyte unstable when exposed to extreme pH levels.When the solution serves as a bridge between the two metals and environment is highly acidic or basic,breakdown of the effectively closes half of an electrical loop. protective layer can occur,and its automatic renewal may not be fast enough to prevent corrosion. According to the US Army Corps of Engineers,aluminum's 'Q protective"oxide film is generally stable in the pH range o of 4.5 to 8.5,but the nature of the compounds present is crucial...certain soils tend to be corrosive to aluminum, V particularly non-draining clay-organic mucks. As a general rule,contact with clay soils should be minimized unless special corrosion treatment measures are instituted.'' Electrolyte Solution In the unlikely event that extreme pH levels or known corrosive chemicals are present and cannot be avoided, there are several simple solutions to avoid possible damage, When the two dissimilar metals come into contact,the such as annodization and cathodic protection. electrical loop is closed,and the natural voltage differential between them causes electron flow. One metal will become What is anodized aluminum? the anode(negative)and one will become the cathode (positive). Annodizing is a common process used to further increase aluminum's corrosion and abrasion resistance,as well consumed +, restored as a method to chemically bond colorant to the surface. Anodization is achieved by artificially thickening the natural oxide layer.This film can be made many times thicker than what would otherwise be formed. o Salt water DOES NOT corrode aluminum! V You may have noticed that you never see aluminum corrosion in lakes,pools,food packaging products,etc. Typically,if you have seen corroded aluminum,it was in Electrolyte Solution ` ' » ~ " * i•' 3 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933-+8166 Corrosion Resistance of Alumium In the simplest terms,this electrical circuit causes the anode What does this mean for aluminum? to lose ions and the cathode to gain ions.This process slowly consumes the anode(galvanic or dissimilar metal Galvanic corrosion is the most common cause of aluminum corrosion)and effectively strengthens the cathode against corrosion due to its inherent resistance to more natural forms corrosion. of corrosion and a lack of preventative measures taken. Which metal will be the anode and how Aluminum is typically a reactive metal in the galvanic series. intense will the reaction be? This means that in many cases,when it is in contact with other metals,aluminum will act as the anode and may begin Metals are ordered in what is known as the galvanic series. to corrode. Although this process may take many years to The galvanic series is a list or table that describes how yield signs of degradation,it is very easy to preclude. reactive or noble(less reactive)different metals are likely As a preventative measure,whenever possible,aluminum to be.The metal nearer the noble end acts as the cathode should be isolated from other metals with a non-absorbent, and the metal nearer the active end acts as the anode.The non-conductive,insulator like bitumastic paints or polymer farther away the two metals are from each other in the sleeves and washers. Some common interactions between series,the larger the voltage potential,and the more intense aluminum and other dissimilar metals include pressure the reaction.The intensity of the reaction is dependant treated wood(which contains copper),steel fasteners,and on many other things as well(for example,the particular some aggregates. electrolyte involved and the anode to cathode ratio). This is not to say that contact with these or any other Many versions of the galvanic series exist,and although metals will always cause a noticeable reaction over the life it is a good indicator of the roles that each metal will play, of a structure.Isolating dissimilar metals is simply a very and the relative intensity of the reaction,it cannot be used easy and very inexpensive way of minimizing the concern to predict actual reaction rates due to the many variables of a galvanic reaction altogether. In fact,The Aluminum at play. Furthermore,there are many exceptions to the Association approves stainless steel as well as HDG fasteners predictions made,due to real world conditions. for use with aluminum structures. Stainless steel is,however, highly preferred in coastal environments due to its superior What does this mean in the real world? corrosion resistance and durability over HDG. To complete a galvanic cell we need metal-to-metal contact Additionally,aluminumstruetures typically only see and an electrolyte solution. Unfortunately,salt is a very peripheral contact with other metals,at worst. Contact is effective and abundant electrolyte. Mix it with water(the usually limited to fasteners and supporting members.When Y pp 9 ocean)and you basically have a permanent,electrolyte this is the case,the anode to cathode ratio(aluminum to solution presence in coastal areas. dissimilar ratio)is typically very large which minimizes the negative effects of the galvanic reaction and greatly increases Galvanic corrosion is common and a very real concern for the life of the aluminum. most metals in coastal applications. In this environment,all it takes is contact between two dissimilar metals to initiate a Can a galvanic reaction be a good thing? galvanic reaction.This reaction results in galvanic corrosion (Cathodic Protection or Sacrificial Anode) for one and effective corrosion protection for the other. Severity of corrosion depends primarily on where the two So far we have addressed the negative effects of being the metals in contact fall in the galvanic series,contact area,and anode in a galvanic reaction. From before,we discovered the anode to cathode ratio. that the material acting as the anode is subject to induced corrosion,while the cathode is additionally protected from 4 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866 867-3762 Fax 770-933-8363 International 00+1-770+9331 8166 Corrosion Resistance of Alumium corrosive effects. If we can force the aluminum to be the Tips: cathode,not only will it minimize the corrosive effects of the galvanic reaction,it will show even greater corrosion • Always use a marine grade alloy. resisting characteristics than when left to its own devices. This principle is executed in what is known as cathodic • Test to ensure backfills and/or native soils have a pH of protection or a sacrificial anode system. 4.5-8.5,and,when possible,avoid clays or highly organic soils. In the case of an aluminum seawall,rods or plates made of • If poorly compatible soils are anticipated or dissimilar magnesium are electrically connected and buried,forcing a metal contact cannot be avoided,use cathodic galvanic reaction,but this time the aluminum is the cathode protection.The sacrificial anode should be checked at and thus the beneficiary while the magnesium is sacrificed, regular intervals,and may need to be replaced every 10 hence the term sacrificial anode. to 20 years. • Insulate contact with other materials that may have In situations where soils are a concern,or major dissimilar significant metal content(steel fasteners,concrete, metal contact cannot be avoided,this is a relatively pressure treated wood,etc.). inexpensive and very effective method of aluminum corrosion protection. • Use stainless steel fasteners. If stainless steel is not an option,use HDG fasteners. It is always a good idea to What about"electrolysis"? separate steel fasteners from the aluminum structure with polymer washers. When the term electrolysis is used,typically one of two • When economically feasible,use anodized aluminum phenomena is intended:a galvanic reaction,or stray current components because of their increased corrosion action. Although the method of corrosion between these protection. two is similar,stray current action is induced by an external • Avoid grounding electrical circuits to aluminum electrical current produced by improper grounding or structures when possible. insufficient isolation of large electric systems. Stray current corrosion is rare in aluminum waterfront structures,and • Avoid unusually high stresses or surface damage. in those cases,results only through improper design or Residual stresses may amplify corrosion. installation of electrical systems in close proximity to a dock or seawall. Over the last several decades the aluminum industry has developed,tested,and proven in field applications, Conclusion hundreds of aluminum alloys with a variety of characteristics engineered and analyzed specifically for a given application. When aluminum's corrosion characteristics are properly From aircraft to electronics to nuclear boilers to food understood,it becomes easy to predict how it will behave packaging,aluminum has proven its versatility and longevity. in the field.When negative effects are anticipated,solutions are inexpensive,effective,and easy to include in the 1. United States Army Corps of Engineers.EM 1110-2- design phase. Here are several tips to ensure a long lasting 1614 Design of Seawalls and Bulkheads.Washington DC: aluminum structure. USACE,1995 2. The Aluminum Association. Specifications& Guidelines for Aluminum Structures.8th ed.Arlington, VA:The Aluminum Association,2005 5 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867 3762 Fax 770 933-8363 International 00+1+770+933+-8166 STRUCTURAL CALCULATIONS STANDARD 6'x20' floating walkway and 3' wide finger pier Prepared for: James Guy Northwest Docks Prepared by: Kelli Snodgrass, P.E KJS Engineering, PLLC 8638 Nahahum Canyon Road Cashmere, WA 98815 509.679.9770 February 2010 09055 Scope of work limited to analysis of Aluminum Frame - 1 - Analysis of Aluminum Dock Frame for Northwest Docks. DESIGN CRITERIA Material: Aluminum 6061 T-6 See Material Property Sheet Attached Bolts, screws Stainless Steel Loading: Loading based on design guidelines from ASCE-planning and design guidelines for small craft harbors. Vertical: Live Load=20 PSF Flotation Live Load=30 PSF Frame Dead Load=Actual Point Loads 4001b point load over 1 sqft. Horizontal Loading: The floating dock system should be designed to resist the impact on finger piers by the largest boat normally using that slip, striking the end of the finger at 10 degrees off center line moving at a speed of 3 ft/sec. (See finger pier analysis). -2 - I have evaluated the dock system to determine the maximum horizontal impact force the system can resist. Typical 6'x20' Dock Construction Commercial: Exterior elements 6x4x 1/4 Aluminum Interior main beam elements 6x2x1/4" Cross beams 2x2x3/16" Residential: Exterior elements 6x4x1/8 Aluminum Interior main beam elements 6x2x 1/8" Cross beams 2x2x1/8" Decking ThruflowTM Allowable Distributed Load= 289 PSF Allowable Point Load= 1447 lbs Decking is acceptable to support design loads. See attached product information. FRAME Typical 6x20 frame has (3) 36"x72"x12 Ace Float Tubs as supports for frame. Worst case scenario assumes the center float is not engaged due to wave activity, therefore the frame is designed to span between the end floats only. See diagram next page. - 3 - FRAME CONFIGURATION & SUPPORT DRAWING FLOAT,; n K, •^ X77 K I.SNt7DGR rAti a rte '.+i 1sol et tas:.) c�fnra �r^r"e Q ,.., . ,- r 3' ''t..r r4" .r ' .ter „� OA %-‹*°' ..7..,,if="7,,,,"`,....--,:-.0"1:' 1,.:,,,,,.4.. 5 v#'` 'per E "' t- _terry TYPICAL DOCK PANEL °-�:.,�.d. -4 - Frame Analysis Cont. ;fit s , KJS Engineering,PLLC KeIN Snodgrass floating dock Dee 13,2009 at 8.179 PM muhpie dct g nc center duppoRr3d Frame as modeled in Risa 3D Dock Modeled with a series of(3) 6'x20' floats bolted end to end. - 5 - Load Combinations D=Dead Load L=Live Load Load Combination #1 D Load Combination #2 D+L Load Combination#3 D+L+1.2L* *Horizontal Impact force Dead Load=5PSF Live Load=30 PSF Vertical - 6 - Frame Analysis Results Both the residential and commercial frames are capable of supporting the dead and live loads with a maximum vertical deflection of less than 1/8", not accounting for change in freeboard due to flotation. Members meet required dead and live loads easily. The frames can actually resist loading of 100 PSF or greater (flotation not included). Impact Loading The analysis shows that the main members are capable of supporting an impact load of 10,000 lbs perpendicular to the frame at mid-span for the commercial design and 6,0001bs for the residential design. This produces a maximum horizontal deflection of approximately 0.68". Localized damage would be expected due to an impact of this nature, but it should not cause catastrophic failure of the dock. - 7 - Frame Analysis Continued. 17, 10,000 lb point load Deflected shape magnified 40x Doc 13,2009 018:19 PM KJS Engineering,PLLC oating dock Koill Snodgrass ;fl multrie itookt it tele sttXtetat - 8 - Dock Performance in Salt Water Environment See Technical White Paper on Corrosion Resistance of Aluminum by Jon Perryman January 2007 for the effects of salt water on Aluminum. The table below shows the loss of strength of aluminum vs. time exposed to salt water environment. The loss of strength is fast at first then slows down. Loss of Strength in Marine Environment 4 ` t My :. 25 4 ka� a 20 Ak r.., z-pq€ k„ �03 1 Y 15 w ? 3 r' T'F- s 1 ! 4 O. ry r 0 10 20 30 40 50 Time (Years) Data based on information prepared by Tinnea & Associates for Northwest Dock - 9 - Chart prepared by Tinnea & Associates for Northwest Docks. Design Life 40 Year design life assumed for analysis From Graph above y=5.021n(x) +6.2301 For 40 year design life y=5.021n(40)+6.2301 =5.02(3.68)+6.2301=24.74% Loss of Yield Strength Check Dock using a yield strength of Fy=0.75(40)=30KSI RESULTS: Dock can still resist design vertical dead and live loading after 40 years in a salt water environment. Allowable impact load was reduced to 9,0001bs for the commercial docks when considering the reduce yield strength. The residential dock is not recommended for Salt Water applications due to section loss due to corrosion, a minimum wall thickness of 3/16" should be used. - 10 - FLOTATION Per ASCE Guidelines flotation, docks shall be designed based on intended usage. For residential docks and small marinas, floats should be designed to provide 20 PSF of flotation at a minimum. Per Manufactures floatation chart each 36x72x12 float can support 9801bs Therefore: (3)(980)=29401bs Area of dock (6)(20)= 120 SQFT Flotation per square foot= 2940/120=24.5 PSF. Modifications may be made where additional capacity is needed. - 11 - Aluminum Vs. Wood II An analysis of the above frame was performed utilizing 4x6 HF#2 and 2x6 HF#2 material. Assuming the same support conditions (No center support) the Wood Frame can only support approximately 18 PSF Live Load, with a deflection of over 2". The allowable impact load was approximately 12001bs significantly less than the Aluminum frame. The table below is a side by side analysis: Aluminum HF#2 Allowable Live Load 100 PSF + 18 PSF+ Deflection at midspan 1/8" 2+ inches Allowable Impact Load 9000 lb (commercial) 1200 lb 6000 lb (Residential) - 12 - ANALYSIS OF FINGER PIER LOADING: Vertical: Live Load=(4) 200 lb persons/persons and gear on a finger at one time. Live Load=30 PSF Frame Dead Load=Actual Point Loads 400lb point load over lsqft. Horizontal Loading: The floating dock system should be designed to resist the impact on finger piers by the largest boat normally using that slip, striking the end of the finger at 10 degrees off center line moving at a speed of 3 ft/sec. (ASCE Planning and Design Guidelines for Small Craft Harbors) 10,000lb boat used for design- (Will vary based on individual needs of each marina) F=MA M=10,0001b/(32ft/s^2)=310 Slugs A=change in velocity/change in time Velocity is 3 ft/sec Assume boat impact pier and reduces to 0 ft/sec and decelerates over a time of 0.25 sec. - 13 - Therefore: F=310(3-0)/0.25=3726 lbs of impact force Finger Pier Geometry: Width= 3'-0" Length= 30'-0" Maximum without a pile at end of pier. Perimeter Material: 4x6x1/4" Tube Interior Beams at 5'-0" OC: 4x6x1/8" Tube Additional joists at 15" OC: 2x2x1/8" Tube - 14 - Model showing deflected shape due to impact load at end of pier. Deflective shape magnified 40x for illustrative purposes. i X Joint Stow C Member Member St �'� Member Member Del ..0,1‘,....,„ • -,•ested � � Desi R. .• ♦ Conde.Re ' N-7.0::-.,.•.:1,70,,,+` Plate Ste Plate Fa •�°�4�""` Plate Ceme "/'�1:ip#∎ Solid She 1■w,�i..I�. Sped PM) �j`1°�a.� •� Waa Panel ♦ a ;�+ 547 ' °` -3.669k pads:KC 3 Impact. - 1 5 - Model showing analysis of System for Dead+Live Loading Blue members indicate they are sufficient to take design loading (Failure is shown in red, which does not occur in the structure as designed, within the specified guidelines for boat impacts). ,v.. D o , , .," -`Y, `r ! r. eme y 5 r � u * � u it e . ;; 'x =x uitaa^ m• Z x [7°7 8 � 1 -"'ms► I '- l ,71: II`��: I I II II I. II a I � .• I nI.���e' I I �� if+ I �r� ._ � rr4% �_�,fr�*.4:0.4:0,- iri - r ' Loam:BLC Dead Rasuits for LC,D•L - 16 - Below are the results of a 1001b/ft wave load applied perpendicular to the main 6x20 floats. Actual load will vary based on site conditions. Note all members shown blue are adequate to resist loading. Pk Edit Gabe Unib Y: Heat Made Spas*heeb %We Results Took Window Help Opecta ; .', 4m c�e r .. mac. PIGLCS--- A ` 4,--... 1:'.4P x 4', ''. ' 'u. g ?µ""`r. 0 ,'.1 h" 5`r ;k 3,- `' .,sl. ,�.• ", ate:. Cede Chad • No ek 90.1A l X 5 80 A5.16 X4A 0 S lion drr .max, �s,.t ��►�-., ,. off.. ���r►-.��� 1 ♦�4 -_ Loatls:BLC 5,waw t4 Results for LC1,D•L.W I t .008.002..016 OM - 17 - Mi., R i, armor„ , r,,,,!,,.,' A 3 z ,•r\a ,IPs z 3 p A-; , Vim. F,-, i ir, A 4 \ 44,. t ''':' ?‹ v';',0,,,,,. .<.7o�m 0 *1, FAQ z,� A z 3,0 / �k6 H0 g, O y> — . HSS4x64 , 0 \ 1.1 \iti MEI O n AR 41) m 1 F s J i _ 11.......E �.«.«1 P, xl v T g— Illill -5 rn T p mAg as z. * < -- m r'.'3 1-G5-1 Ko T 5 ti A D Z — - a z > z __ z Elll ma sirs `x MI 0 o 410 F ■® .Z O I pilr^Z a ■ta Ies�C A;-� _ D �mim •1. °si Zm• < m $iOZ ��_ 3 uz 00 OM 0 r 0 \I 9 ya — m z z A 69 v,(� '1' HSS4x. F, ''. n H T NORTHWEST DOCKS 9117 MOLLY LN#114 << (A) ECO-FRIENDLY COMMERICAL ANACORTES,WA 98221 '�� 0 BOAT DOCKS&MARINAS 206-372-4467 e ss Dn N o az C AA / o= m 0 C y F'.' 0 .Z o x O O < 1 0�' m , °r\ CD 70 1 m n W A A m 1 il nrn Z -� ° 1 1 3 O m T ■ x Z 0 m m m O 2 PA O Fri O O x x n m ��I D m D 1- o n mosom o m Z - D p e m Z H O Z2 \z z m H _ o V m R r � Y a 1 �-- PrP 'r w ) x O r- r Z z O irr y r , r r� m / I ja P O `'` � r r 2v - ern r� D_ f� r,-r r rn1� r�. % r �D ,�� r�rrr� rrnr g. m o z '..iVrrlr �� F, 001 '6" , `� v-v-.,,r rr', v m A 'Yt V .H m �02 i Z70 NORTHWEST DOCKS 9117 MOLLY LN#114 N ECO—FRIENDLY COMMERICAL `''✓' ANACORTES,WA 98221 a`❑�q 0 BOAT DOCKS&MARINAS 206-372-4467 �° ss • Verify Finger Pier Flotation Dead Load of each Pier: 14001bs Live Load: Assume (4) 2001b persons/persons and gear maximum on finger at one time. Total Load= 1400+(4)*(200)= 2200 lbs. Floatation on Pier: (1) 3x8x12" Tub = 1300 (2) 3x4x12" Tub = 656x2 Total floatation capacity= 2612 lbs Square footage of 30' pier = 120 sq ft Square footage of floatation= 48 Therefore 40% maximum coverage requirement as specified by regulatory agencies met. * Flotation will be adjusted and designed based on actual finger geometry and required loading. - 18 - A ALCOA Alcoa Engineered Products ALLOY G061 Understanding Extruded Aluminum Alloys Alloy 6061 is one of the most widely used alloys in the 6000 Series. handling precautions when using alloy 6061. This standard structural alloy, one of the most versatile of the heat- For screw machine applications, alloy 6061 has adequate treatable alloys, is popular for medium to high strength requirements machinability characteristics in the heat-treated -T6/-T6511 and has good toughness characteristics. Applications range from condition. With -T6/-T6511 mechanical properties, chips from transportation components to machinery and equipment applications machining (particularly turning and drilling) are difficult to break. to recreation products and consumer durables. Chip breakers are recommended, and special machining Alcoa produces 6061 for use in standard and custom shapes, rod techniques (i.e. peck drilling) can improve chip formation. To and bar products,and seamless and structural pipe and tube. enhance the machinability of its ECON-O-ROD®, ACC-U-ROD®, Alloy 6061 has excellent corrosion resistance to atmospheric ECON-O-PLATE® and ACC-U-PLATE® products, Alcoa has conditions and good corrosion resistance to sea water. This alloy developed a unique chemistry for alloy 6061, which conforms to also offers good finishing characteristics and responds well to industry specifications. anodizing; however,where cosmetic appearance is critical, consider For minor bending applications, special forming tempers -T6S2, the use of alloy 6063.The most common anodizing methods include -T6S15, -T6S9 or-T6S10 may be sufficient to facilitate bending clear,clear and color dye,and hardcoat. (dependent upon bend radius and degree of bend). When more Alloy 6061 is easily welded and joined by various commercial severe bends are required, a softer temper condition such as-T1, methods. (Caution: direct contact by dissimilar metals can cause -T4 or even-0 may be necessary to prevent cracking. galvanic corrosion.)Since 6061 is a heat-treatable alloy, strength in Alcoa offers alloy 6061 in a variety of standard tempers,as well as its-T6 condition can be reduced in the weld region. Selection of an special tempers developed for unique applications. These are appropriate filler alloy will depend on the desired weld characteristics. summarized below: Consult the Material Safety Data Sheet(MSDS)for proper safety and 6061 Temper Designations and Definitions Alcoa produces 6061 alloy with a wide selection of standard and special tempers.In the annealed condition(-0 temper),6061 is extremely ductile and well suited for severe forming applications.When solution heat-treated and naturally aged(-T4 condition),6061 has good formability for bending.After artificial aging(precipitation heat-treating),6061-T4 is capable of developing-T6 properties. S Terms Standard T # iblitlons* ,;° , F As fabricated. There is no special control over thermal conditions and there are no mechanical property limits. 0 Annealed. Applies to products that are annealed to obtain the lowest strength temper. T1 Cooled from an elevated temperature shaping process and naturally aged.(See Note B.) T4,T4511 Solution heat-treated and naturally aged.(See Notes C&D.) T51 Cooled from an elevated temperature shaping process and artificially aged.(See Note B.) T6,T6511 Solution heat-treated and artificially aged.(See Notes C&D.) Temper Definitions ITaSSpeca 6 Terpets* Ie For 60'413c61 extrusions requiring maximum formability in the unaged condition and subsequently aged to-T6.May not meet -T4 minimum mechanical properties,but will meet-T6 minimum when properly aged.Test reports state-T6 properties to demonstrate heat treat capabilities,but extrusions are supplied unaged.(Sr Note A.) T6S2,T6S15 For 6061 extrusions requiring good formability;meets standard 6061-T6 minimum properties. T6S9,T6S10 For 6061 extrusions requiring improved forming characteristics not obtainable with-T6S2 and-T6S15 tempers.Lower minimum properties of 35.0 ksi tensile&30.0 ksi yield guaranteed to enhance formability.(See Note A.) T6S4 Applies to 6061 extrusions requiring maximum hardness for strength and good machinability.Same minimum tensile and yield strengths as standard-T6,but with lower minimum elongation of 6%.(See Note A.) T6H,T6511 H Alcoa's"H"temper is offered for special applications requiring improved machinability and higher minimum mechanical properties than standard-T6 or-T6511.Minimum properties of 42 ksi tensile,38 ksi yield,and 10.0%elongation are guaranteed."H"temper is available for rod,bar,and certain solid profiles with a principle thickness of.500"or greater.(See Notes C&D.) T6G,T6511 G Alcoa's"G"temper is available for applications requiring a uniform grain structure to enhance anodized appearance for rod peripheral grain band may still be present,but it is greatly reduced compared to standard-T6/-T6511.Minimum mechanical properties are same as"H"tempers.(See Notes C&D.) T6X,T6511X Alcoa's"X"temper is available for special applications requiring a uniform recrystallized grain structure in extrusions less than 2"thickness to enhance anodizing appearance.Other benefits include improved machinability,same mechanical properties as 6061-T6/T6511.(See Notes C&D.) T5S26 For 6061 press-quenched and over-aged extrusions requiring improved stamping characteristics.Minimum mechanical properties are 26.0 ksi tensile,16 ksi yield,16%elongation.(See Note A.) *For further details of definitions,see Aluminum Association's Aluminum Standards and Data manual and Tempers for Aluminum and Aluminum Alloy Products.Note A:The specified special temper will not conform to Military,Federal,ASTM,ASME and AMS specifications.Note B:Applies to products that are not cold worked after cooling from an elevated temperature shaping process,or in which the effect of cold work in flattening or straightening may not be recognized in mechanical properties.Note C:Applies to products that are not cold worked after solution heat-treatment,or in which the effect of cold work in flattening or straightening may not be recognized in mechanical properties. Note D:Temper-T4511 and-T6511 apply to products that are stress-relieved by stretching. **Alcoa Special Temper designations are unregistered tempers for reference only and provided for customer use to identify unique processing,material,or end use application characteristics. I Alloy 6061 Chemical Analysis Liquidus Temperature: 1206°F Solidus Temperature: 1080°F Density:0.098 Ib./in.3 Percent Weight Elements Others Others Si Fe Cu Mn Mg Cr Zn Ti Each Total Aluminum Minimum .40 - .15 - .8 .04 - - - - Maximum .8 .7 .40 .15 1.2 .35 .25 .15 .05 .15 Remainder Average Coefficient of Thermal Expansion(68°to 212°F)=13.1 x 10-6 (inch per inch per°F) Alloy 6061 Mechanical Property Limits for Rod, Bar, Tube, Pipe and Standard Shapes Typical Specified Elongation3 Typical Ultimate Section or Tensile Strength(ksi) Percent Brinell Shearing Temper Wall Thickness2 Ultimate Yield(0.2%offset) Min.in Hardness Strength (inches) Min. Max. Min. Max. 2 inch (500 kg load/ (ksi) or 4D5 10 mm ball) Standard Tempers''>:.,, ..,. ,,, 0 All - 22.0 - 16.0 16 30 12 T1 Up thru 0.625 26.0 - 14.0 - 16 - - T4,T45114 All 26.0 - 16.0 - 16 65 24 T51 Up thru 0.625 35.0 - 30.0 - 8 - - T6,T65114 Up thru 0.249 38.0 - 35.0 - 8 95 30 0.250 and over 38.0 - 35.0 - 10 95 30 AtCO2.Special Tempers* T6S2,T6S15 Up thru 0.249 38.0 - 35.0 - 8 95 30 0.250 and over 38.0 - 35.0 - 10 95 30 T6S9,T6S10 Up thru 0.249 35.0 - 30.0 - 8 - - 0.250 and over 35.0 - 30.0 - 10 - - T6S4 All 38.0 - 35.0 - 6 95 - T6H,T6511 H 1.000 and over 42.0 - 38.0 - 10 95 30 T6G,T6511 G 3.000 and over 42.0 - 38.0 - 10 95 30 T6X,T6511 X .250 thru 1.999 38.0 - 35.0 - 10 95 30 T5S26 All 26.0 - 16.0 - 16 65 24 O The mechanical property limits for standard tempers are listed in the"standards section"of the Aluminum Association's Aluminum Standards and Data manual.®The thickness of the cross section from which the tension test specimen is taken determines the applicable mechanical properties.©For material of such dimensions that a standard test specimen cannot be taken,or for shapes thinner than 0.062",the test for elongation is not required.®For stress-relieved tempers,the characteristics and properties other than those specified may differ somewhat from the corresponding characteristics and properties of material in the basic temper.®D=Specimen diameter. *Alcoa Special Temper designations are unregistered tempers for reference only and provided for customer use to identify unique processing,material,or end use application characteristics. Comparative Characteristics of Related Alloys/Tempers1 General Weldability Corrosion (Arc with Anodizing Formability Machinability Resistance Inert Gas) Brazeability Response Alloy Temper Low High D C B A D C B A D C B A D C B A D C B A 6061 -O '>< N/A 6061 -T1,-T4,-T4S6,-T4511 111, 6061 -T6,-T6511,-T6S4 ,� t 6061 -T6H,-T6G,-T6511H, -T6511G MIMI 6061 -T6S2,-T6S15 '." _, N/A 6061 -T6S9,-T6S10 N/A 6061 -T51 �'' N/A 6061 -T5S26 imimmmi N/A 6262 -T6,-T6511 6063 -T6 <M. 6063 -T5,-T52 0 Rating: A=Excellent B=Good C=Fair D=Poor For further details of explanation of ratings,see Aluminum Association's Aluminum Standards and Data manual. Alcoa Distribution and Industrial Products 53 Pottsville Street Cressona, PA 17929 Phone: 800-233-3165 FAX: 800-252-4646 ©12/02 STRUCTURAL CALCULATIONS STANDARD 6'x20' floating walkway and 3' wide finger pier Prepared for: James Guy Northwest Docks Prepared by: Kelli Snodgrass, P.E KJS Engineering, PLLC 8638 Nahahum Canyon Road Cashmere, WA 98815 509.679.9770 February 2010 09055 Scope of work limited to analysis of Aluminum Frame 1 - Analysis of Aluminum Dock Frame for Northwest Docks. DESIGN CRITERIA Material: Aluminum 6061 T-6 See Material Property Sheet Attached Bolts, screws Stainless Steel Loading: Loading based on design guidelines from ASCE-planning and design guidelines for small craft harbors. Vertical: Live Load=20 PSF Flotation Live Load=30 PSF Frame Dead Load=Actual Point Loads 400lb point load over lsqft. Horizontal Loading: The floating dock system should be designed to resist the impact on finger piers by the largest boat normally using that slip, striking the end of the finger at 10 degrees off center line moving at a speed of 3 ft/sec. (See finger pier analysis). -2 - I have evaluated the dock system to determine the maximum horizontal impact force the system can resist. Typical 6'x20' Dock Construction Commercial: Exterior elements 6x4x1/4 Aluminum Interior main beam elements 6x2x1/4" Cross beams 2x2x3/16" Residential: Exterior elements 6x4x1/8 Aluminum Interior main beam elements 6x2x1/8" Cross beams 2x2x1/8" Decking ThruflowTM Allowable Distributed Load= 289 PSF Allowable Point Load = 1447 lbs Decking is acceptable to support design loads. See attached product information. FRAME Typical 6x20 frame has (3) 36"x72"x12 Ace Float Tubs as supports for frame. Worst case scenario assumes the center float is not engaged due to wave activity, therefore the frame is designed to span between the end floats only. See diagram next page. - 3 - FRAME CONFIGURATION & SUPPORT DRAWING ! ■ :. P , S K J.SNODGRAS , r"9 t`-...JYS�tl NA!•R^'d:M C.lTIF7i1 kR d l Y X ryg,,, YJg1 Q arm. ldyt i,�! ,.. .. ' fi. > 'r t ,.,,,,,e 9 y x„ .;;J ' -'J.. rYJ r'i (i)z 4 TYPICAL DOCK PANEL -4 - Frame Analysis Cont. 4 e n;I KJS Engineering,PLLC Kelk Snodgrass Scaling dock Dec 13,2009 at 1109 Ptc doom no mint EcpOitr3d Frame as modeled in Risa 3D Dock Modeled with a series of(3) 6'x20' floats bolted end to end. - 5 - Load Combinations D=Dead Load L=Live Load Load Combination #1 D Load Combination #2 D+L Load Combination #3 D+L+1.2L* *Horizontal Impact force Dead Load=5PSF Live Load=30 PSF Vertical - 6 - Frame Analysis Results Both the residential and commercial frames are capable of supporting the dead and live loads with a maximum vertical deflection of less than 1/8", not accounting for change in freeboard due to flotation. Members meet required dead and live loads easily. The frames can actually resist loading of 100 PSF or greater (flotation not included). Impact Loading The analysis shows that the main members are capable of supporting an impact load of 10,000 lbs perpendicular to the frame at mid-span for the commercial design and 6,0001bs for the residential design. This produces a maximum horizontal deflection of approximately 0.68". Localized damage would be expected due to an impact of this nature, but it should not cause catastrophic failure of the dock. - 7 - Frame Analysis Continued. . a...,.4 10,000 lb : s< -. .,.:,,,:'•--,,,,,,-.:,-- , point load Deflected shape magnified 40x -.-~' /US Engineering,PLLC kelli Snodgrass floating dock ,Dec 13,2009 M8:19 PM Intflicie dockS w CeOlef f40091,rad - 8 - Dock Performance in Salt Water Environment See Technical White Paper on Corrosion Resistance of Aluminum by Jon Perryman January 2007 for the effects of salt water on Aluminum. The table below shows the loss of strength of aluminum vs. time exposed to salt water environment. The loss of strength is fast at first then slows down. Loss of Strength in Marine Environment •30 4• c'•.. '" _ ✓"fix L 7 � -y 4*25 - e •N 20 .y:... rrx k 'Kz..`•T a'$ ' s� .Z 15 " CD r ^y ..cif „ 0 0 10 20 30 40 50 Time (Years) Data based on information prepared by Tinnea& Associates for Northwest Dock - 9 - Chart prepared by Tinnea& Associates for Northwest Docks. Design Life 40 Year design life assumed for analysis From Graph above y=5.021n(x) +6.2301 For 40 year design life y=5.021n(40)+6.2301 =5.02(3.68)+6.2301=24.74% Loss of Yield Strength Check Dock using a yield strength of Fy=0.75(40)=30KSI RESULTS: Dock can still resist design vertical dead and live loading after 40 years in a salt water environment. Allowable impact load was reduced to 9,0001bs for the commercial docks when considering the reduce yield strength. The residential dock is not recommended for Salt Water applications due to section loss due to corrosion, a minimum wall thickness of 3/16" should be used. - 10 - FLOTATION Per ASCE Guidelines flotation, docks shall be designed based on intended usage. For residential docks and small marinas, floats should be designed to provide 20 PSF of flotation at a minimum. Per Manufactures floatation chart each 36x72x12 float can support 9801bs Therefore: (3)(980)=29401bs Area of dock (6)(20)= 120 SQFT Flotation per square foot= 2940/120=24.5 PSF. Modifications may be made where additional capacity is needed. - 11 - Aluminum Vs. Wood An analysis of the above frame was performed utilizing 4x6 HF#2 and 2x6 HF#2 material. Assuming the same support conditions (No center support) the Wood Frame can only support approximately 18 PSF Live Load, with a deflection of over 2". The allowable impact load was approximately 12001bs significantly less than the Aluminum frame. The table below is a side by side analysis: Aluminum HF#2 Allowable Live Load 100 PSF + 18 PSF+ Deflection at midspan 1/8" 2+ inches Allowable Impact Load 9000 lb (commercial) 1200 lb 6000 lb (Residential) - 12 - ANALYSIS OF FINGER PIER LOADING: Vertical: Live Load=(4) 200 lb persons/persons and gear on a finger at one time. Live Load=30 PSF Frame Dead Load=Actual Point Loads 4001b point load over lsqft. Horizontal Loading: The floating dock system should be designed to resist the impact on finger piers by the largest boat normally using that slip, striking the end of the finger at 10 degrees off center line moving at a speed of 3 ft/sec. (ASCE Planning and Design Guidelines for Small Craft Harbors) 10,000lb boat used for design- (Will vary based on individual needs of each marina) F=MA M=10,0001b/(32ft/s^2)=310 Slugs A=change in velocity/change in time Velocity is 3 ft/sec Assume boat impact pier and reduces to 0 ft/sec and decelerates over a time of 0.25 sec. - 13 - Therefore: F=310(3-0)/0.25=3726 lbs of impact force Finger Pier Geometry:, Width= 3'-0" Length= 30'-0" Maximum without a pile at end of pier. Perimeter Material: 4x6x1/4" Tube Interior Beams at 5'-0" OC: 4x6x1/8" Tube Additional joists at 15" OC: 2x2x1/8" Tube - 14 - Model showing deflected shape due to impact load at end of pier. Deflective shape magnified 40x for illustrative purposes. Joel UM 'C � Member Member St MemberT Member Del - •.ested �-�♦♦ Deal.- R. �,♦j`' 1♦, .Concrete Re y♦.�'",♦'° ♦ «.« Plate Sire "`�*�0yt�♦"".�� Plate Fo *a'♦♦ •�a„t'' Plate Cane ♦4■∎�1 Solid Sire Sold Prin Kati +I�♦♦♦j WaoPanel .�` "°Rr♦♦ ��� I� Material T. 4tal 404, • `�► ate♦ .P whys 1 '*r`+ .647 •� •~Z4.1`: -3.669k Dads:BLC 3.11pad. - 15 - Model showing analysis of System for Dead+Live Loading Blue members indicate they are sufficient to take design loading (Failure is shown in red, which does not occur in the structure as designed, within the specified guidelines for boat impacts). �e#xte� a u�x, ,ten r """M s.w' T.71' W «wp o Io `1 1 , '� . i., d , ELI r 3, ' ,I h�; . „?ri .." ,`,,' r _k , ;., a e li;;c"'* _ NIBLC1.Doa _j ` O x <a" �; q, Ir .?, Y code and r*: : ,.z X 9sw o-70 ag LOOOS:PLC 1,DRIP ResWls br LC 4,D+L - 16 - Below are the results of a 1001b/ft wave load applied perpendicular to the main 6x20 floats. Actual load will vary based on site conditions. Note all members shown blue are adequate to resist loading. ife Nit taelw Ikdk V Bew rally Spro>dts 5eke Itenit Teak veersaw k p p,1„ .--^ae*,:" VS �e"'�' "�' <'' c ""''.'[':1 1 I ^ 191-CSware ',;t '6 Cede cnaa .a Cale i X B1a O Sao 60.76 re o.m 4 ' i.!ei� II♦Ii'r� j •yK.'*J$ *3kfr • r,: .. of Loads BLC 5.wave Reaua9 for LC t,DK.W .., '''...t, X aoe,002.ae(a.l ... - 17 - Verify Finger Pier Flotation Dead Load of each Pier: 14001bs Live Load: Assume (4) 2001b persons/persons and gear maximum on finger at one time. Total Load= 1400+(4)*(200)= 2200 lbs. Floatation on Pier: (1) 3x8x12" Tub = 1300 (2) 3x4x12" Tub = 656x2 Total floatation capacity= 2612 lbs Square footage of 30' pier= 120 sq ft Square footage of floatation= 48 Therefore 40% maximum coverage requirement as specified by regulatory agencies met. * Flotation will be adjusted and designed based on actual finger geometry and required loading. - 18 - A ALCOA Alcoa Engineered Products ALLOY 606.1 Understanding Extruded Aluminum Alloys Alloy 6061 is one of the most widely used alloys in the 6000 Series. handling precautions when using alloy 6061. This standard structural alloy, one of the most versatile of the heat- For screw machine applications, alloy 6061 has adequate treatable alloys, is popular for medium to high strength requirements machinability characteristics in the heat-treated -T6/-T6511 and has good toughness characteristics. Applications range from condition. With -T6/-T6511 mechanical properties, chips from transportation components to machinery and equipment applications machining (particularly turning and drilling) are difficult to break. to recreation products and consumer durables. Chip breakers are recommended, and special machining Alcoa produces 6061 for use in standard and custom shapes, rod techniques (i.e. peck drilling) can improve chip formation. To and bar products,and seamless and structural pipe and tube. enhance the machinability of its ECON-O-ROD®, ACC-U-ROD®, Alloy 6061 has excellent corrosion resistance to atmospheric ECON-O-PLATE® and ACC-U-PLATE® products, Alcoa has conditions and good corrosion resistance to sea water. This alloy developed a unique chemistry for alloy 6061, which conforms to also offers good finishing characteristics and responds well to industry specifications. anodizing; however,where cosmetic appearance is critical, consider For minor bending applications, special forming tempers -T6S2, the use of alloy 6063.The most common anodizing methods include -T6S15, -T6S9 or-T6S10 may be sufficient to facilitate bending clear,clear and color dye,and hardcoat. (dependent upon bend radius and degree of bend). When more Alloy 6061 is easily welded and joined by various commercial severe bends are required, a softer temper condition such as-T1, methods. (Caution: direct contact by dissimilar metals can cause -T4 or even-0 may be necessary to prevent cracking. galvanic corrosion.) Since 6061 is a heat-treatable alloy, strength in Alcoa offers alloy 6061 in a variety of standard tempers, as well as its-T6 condition can be reduced in the weld region. Selection of an special tempers developed for unique applications. These are appropriate filler alloy will depend on the desired weld characteristics. summarized below: Consult the Material Safety Data Sheet(MSDS)for proper safety and 6061 Temper Designations and Definitions Alcoa produces 6061 alloy with a wide selection of standard and special tempers.In the annealed condition(-0 temper),6061 is extremely ductile and well suited for severe forming applications.When solution heat-treated and naturally aged(-T4 condition),6061 has good formability for bending.After artificial aging(precipitation heat-treating),6061-T4 is capable of developing-T6 properties . Standard Tenmers Standard Temper Definitions F As fabricated. There is no special control over thermal conditions and there are no mechanical property limits. 0 Annealed. Applies to products that are annealed to obtain the lowest strength temper. T1 Cooled from an elevated temperature shaping process and naturally aged.(See Note B.) T4,T4511 Solution heat-treated and naturally aged.(See Notes C&D.) T51 Cooled from an elevated temperature shaping process and artificially aged.(See Note B.) T6,T6511 Solution heat-treated and artificially aged.(See Notes C&D.) Alcoa Special T ""' .Temper Deta w "z" T4S6 For 6061 extrusions requiring maximum formability in the unaged condition and subsequently aged to-T6.May not meet -T4 minimum mechanical properties,but will meet-T6 minimum when properly aged.Test reports state-T6 properties to demonstrate heat treat capabilities,but extrusions are supplied unaged.(See Note A.) T6S2,T6S15 For 6061 extrusions requiring good formability;meets standard 6061-T6 minimum properties. T6S9,T6S10 For 6061 extrusions requiring improved forming characteristics not obtainable with-T6S2 and-T6S15 tempers.Lower minimum properties of 35.0 ksi tensile&30.0 ksi yield guaranteed to enhance formability.(See Note A.) T6S4 Applies to 6061 extrusions requiring maximum hardness for strength and good machinability.Same minimum tensile and yield strengths as standard-T6,but with lower minimum elongation of 6%.(See Note A.) T6H,T6511 H Alcoa's"I-I"temper is offered for special applications requiring improved machinability and higher minimum mechanical properties than standard-T6 or-T6511.Minimum properties of 42 ksi tensile,38 ksi yield,and 10.0%elongation are guaranteed."H"temper is available for rod,bar,and certain solid profiles with a principle thickness of.500"or greater.(See Notes C&D.) T6G,T6511 G Alcoa's"G"temper is available for applications requiring a uniform grain structure to enhance anodized appearance for rod and bar sizes with a thickness of 2.00"or greater.A minimal peripheral grain band may still be present,but it is greatly reduced compared to standard-T6/-T6511.Minimum mechanical properties are same as"H"tempers.(See Notes C&D.) T6X,T6511 X Alcoa's"X"temper is available for special applications requiring a uniform recrystallized grain structure in extrusions less than 2"thickness to enhance anodizing appearance.Other benefits include improved machinability,same mechanical properties as 6061-T6/T6511.(See Notes C&D.) T5S26 For 6061 press-quenched and over-aged extrusions requiring improved stamping characteristics.Minimum mechanical properties are 26.0 ksi tensile,16 ksi yield,16%elongation.(See Note A.) *For further details of definitions,see Aluminum Association's Aluminum Standards and Data manual and Tempers for Aluminum and Aluminum Alloy Products.Note A:The specified special temper will not conform to Military,Federal,ASTM,ASME and AMS specifications.Note B:Applies to products that are not cold worked after cooling from an elevated temperature shaping process,or in which the effect of cold work in flattening or straightening may not be recognized in mechanical properties.Note C:Applies to products that are not cold worked after solution heat-treatment,or in which the effect of cold work in flattening or straightening may not be recognized in mechanical properties. Note D:Temper-T4511 and-T6511 apply to products that are stress-relieved by stretching. **Alcoa Special Temper designations are unregistered tempers for reference only and provided for customer use to identify unique processing,material,or end use application characteristics. Alloy 6061 Chemical Analysis Liquidus Temperature: 1206°F Solidus Temperature: 1080°F Density:0.098 Ib.fin.3 Percent Weight Elements Others Others Si Fe Cu Mn Mg Cr Zn Ti Each Total Aluminum Minimum .40 - .15 - .8 .04 - - - - Maximum .8 .7 .40 .15 1.2 .35 .25 .15 .05 .15 Remainder Average Coefficient of Thermal Expansion(68°to 212°F)=13.1 x 10-6 (inch per inch per°F) Alloy 6061 Mechanical Property Limits for Rod, Bar, Tube, Pipe and Standard Shapes Typical Specified Elongation3 Typical Ultimate Section or Tensile Strength(ksi) Percent Brinell Shearing Temper Wall Thickness2 Ultimate Yield(0.2%offset) Min.in Hardness Strength (inches) Min. Max. Min. Max. 2 inch (500 kg load/ or 4D5 10 mm ball) (ksi) Standard Temperas 0 All - 22.0 - 16.0 16 30 12 T1 Up thru 0.625 26.0 - 14.0 - 16 - - T4,T45114 All 26.0 - 16.0 - 16 65 24 T51 Up thru 0.625 35.0 - 30.0 - 8 - - T6,T65114 Up thru 0.249 38.0 - 35.0 - 8 95 30 0.250 and over 38.0 - 35.0 - 10 95 30 Alcoa Special T • « T6S2,T6S15 Up thru 0.249 38.0 - 35.0 - 8 95 30 0.250 and over 38.0 - 35.0 - 10 95 30 T6S9,T6S10 Up thru 0.249 35.0 - 30.0 - 8 - - 0.250 and over 35.0 - 30.0 - 10 - - T6S4 All 38.0 - 35.0 - 6 95 - T6H,T6511 H 1.000 and over 42.0 - 38.0 - 10 95 30 T6G,T6511 G 3.000 and over 42.0 - 38.0 - 10 95 30 T6X,T6511X .250 thru 1.999 38.0 - 35.0 - 10 95 30 T5S26 All 26.0 - 16.0 - 16 65 24 0 The mechanical property limits for standard tempers are listed in the"standards section"of the Aluminum Association's Aluminum Standards and Data manual.®The thickness of the cross section from which the tension test specimen is taken determines the applicable mechanical properties.03 For material of such dimensions that a standard test specimen cannot be taken,or for shapes thinner than 0.062",the test for elongation is not required.®For stress-relieved tempers,the characteristics and properties other than those specified may differ somewhat from the corresponding characteristics and properties of material in the basic temper.®D=Specimen diameter. "Alcoa Special Temper designations are unregistered tempers for reference only and provided for customer use to identify unique processing,material,or end use application characteristics. Comparative Characteristics of Related Alloys/Tempers1 General Weldability Corrosion (Arc with Anodizing Formability Machinability Resistance Inert Gas) Brazeability Response Alloy Temper Low High D C B A D C B A D C B A D C B A D C B A 6061 O N/A 6061 -T1,-T4,-T4S6,-T4511 '_' 6061 -T6,-T6511,-T6S4 6061 -T6H,-T6G,-T6511H, -T6511G 6061 -T6S2,-T6S15 N/A 6061 -T6S9,-T6S10 N/A 6061 -T51 � N/A 6061 -T5S26 N/A 6262 -T6,-T6511 6063 -T6 6063 -T5,-T52 10 Rating: A=Excellent B=Good C=Fair D=Poor For further details of explanation of ratings,see Aluminum Association's Aluminum Standards and Data manual. 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Vr1 4 , � � �' '`\ F, r f 'g NZ A err , ic ir r i �Z o Vii' m 3 20 T NORTHWEST DOCKS 9117 MOLLY LN#114 ";" N ECO-FRIENDLY COMMERICAL ANACORTES,WA 98221 a' • 0 BOAT DOCKS&MARINAS 206-372-4467 \ :s+dY /r' `WATERFRONT TM SOLUTIONS Corrosion Resistance of Aluminum A CMI Technical White Paper Jon Perryman January 2007 Physical properties are defined by ASTM testing standards,The Aluminum Association Design Manual,and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any CMI product for particular applications or the results obtained there from. ShoreGuard,C-Loc,TimberGuard, GeoGuard,Dura Dock,Shore-All,and Gator Gates are registered trademarks of Crane Materials International. ArmorWare, Ultra Composite, GatorDocks,and CMI Waterfront Solutions are trademarks of Crane Materials International. United States and International Patent numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; 6,053,666; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 7,059,807; 7,056,066; 7,025,539; 1,245,061;Other patents pending.©2007 Crane Materials International.All Rights Reserved. ©2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 Corrosion Resistance of Alumium Introduction strength and corrosion resistance,certain aluminum alloys are formulated for similar results. Actually,the operation that You can find a dock or seawall made of almost any allows stainless steel to perform as it does is nearly identical construction material under the sun. However,certain to that of aluminum. 6061 and 6063 are examples of"marine materials have gained widespread acceptance while others grade"alloys that can achieve high strength and corrosion have struggled to find their place. resistance. Aluminum,while one of the most abundant metals on Conversely,another common alloy,7075,exhibits superior earth,has made slow inroads to the construction market strengths,over 1.5 times that of the marine grade alloys,but due in large part to the lack of available technology is much more susceptible to corrosion.This alloy sees heavy to capitalize on its natural advantages.With modern use in the aircraft industry where the environment is typically manufacturing and engineering procedures for aluminum mild and aluminum corrosion isn't likely to occur.While a now firmly established,it is no longer an experimental high performance material in the aircraft industry,it would metal. It has gained worldwide acceptance as a dominant perform poorly in marine conditions. marine construction material and for good reason.With aluminum's prevalence in such critical and demanding There are hundreds of different aluminum variations. Like industries,why then has it seen such resistance in the steel,each exhibits different qualities and is formulated U.S.for coastal applications? The answer lies in common for different and specific end uses. It is imperative that the misconceptions regarding the major causes of corrosion proper alloy is selected to realize aluminum's reputation as a in the marine environment and how they effect aluminum highly corrosion-resistant metal in marine applications. specifically. Why is aluminum so corrosion resistant? This paper will lay out the different electro-chemical processes that affect aluminum in the marine environment, Aluminum is actually a very active metal,meaning that its the positive results,and the keys to overcoming negative nature is to oxidize very quickly.While a weakness for most outcomes. metals,this quality is actually the key to its ability to resist corrosion.When oxygen is present(in the air,soil,or water), Aluminum is Aluminum...Right? aluminum instantly reacts to form aluminum oxide.This aluminum oxide layer is chemically bound to the surface,and You are probably familiar with aluminum's reputation as a it seals the core aluminum from any further reaction.This highly corrosion-resistant material,but you may have also is quite different from oxidation(corrosion)in steel,where heard stories of,or actually experienced cases of extreme rust puffs up and flakes off,constantly exposing new metal aluminum corrosion in your area.The first and single to corrosion. Aluminum's oxide film is tenacious,hard,and most important step towards capitalizing on aluminum's instantly self-renewing. advantages is making certain that a marine grade alloy is used. According to the US Army Corps of Engineers,"Aluminum has excellent corrosion resistance in a wide range of water and An inspection of the vast difference in corrosion-resisting soil conditions because of the tough oxide film that forms abilities of stainless steel and plain carbon steel may give on its surface.Although aluminum is an active metal in the some insight. As its name suggests,stainless steel is very galvanic series,this film affords excellent protection except in corrosion resistant,while plain carbon steel is attacked several special cases."' almost immediately when exposed to the atmosphere. Just as stainless steel alloys have specific additives and properties that provide an optimum combination of 2 ©2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 Corrosion Resistance of Alumium Is aluminum corrosion proof? or near the ocean. While it may seem logical to draw the conclusion that the salt water must be corrosive to the The Aluminum Association states,"Unless exposed to some aluminum,it is not. Salt water does not corrode aluminum substance or condition which destroys this protective oxide because of its neutral pH. A saltwater solution can,however, coating,the metal remains resistant to corrosion.Aluminum be a major facilitator for galvanic or dissimilar metal is highly resistant to weathering,even in many industrial corrosion,a more complex corrosive process. atmospheres,which often corrode other metals.lt is also resistant to many acids."2 What is a galvanic(dissimilar metal) reaction? Although aluminum has a huge advantage when compared This is a basic version of a galvanic cell,much like the battery to other metals,it is not always completely impervious in your car.When two dissimilar metals are immersed in to corrosion. Its protective oxide layer can become an electrolyte solution,a battery is created.The electrolyte unstable when exposed to extreme pH levels.When the solution serves as a bridge between the two metals and environment is highly acidic or basic,breakdown of the effectively closes half of an electrical loop. protective layer can occur,and its automatic renewal may not be fast enough to prevent corrosion. According to the US Army Corps of Engineers,aluminum's s protective"oxide film is generally stable in the pH range O of 4.5 to 8.5,but the nature of the compounds present is 0 R crucial...certain soils tend to be corrosive to aluminum, ct V particularly non-draining clay-organic mucks. As a general rule,contact with clay soils should be minimized unless special corrosion treatment measures are instituted."' • • , •• • Electrolyte Solution • • • • In the unlikely event that extreme pH levels or known corrosive chemicals are present and cannot be avoided, there are several simple solutions to avoid possible damage, When the two dissimilar metals come into contact,the such as annodization and cathodic protection. electrical loop is closed,and the natural voltage differential between them causes electron flow. One metal will become What is anodized aluminum? the anode(negative)and one will become the cathode (positive). Annodizing is a common process used to further increase aluminum's corrosion and abrasion resistance,as well consumed _ + restored as a method to chemically bond colorant to the surface. r/ Anodization is achieved by artificially thickening the natural oxide layer.This film can be made many times thicker than what would otherwise be formed. O s = to Salt water DOES NOT corrode aluminum! Q You may have noticed that you never see aluminum corrosion in lakes,pools,food packaging products,etc. • . Typically,if you have seen corroded aluminum,it was in Electrolyte Solution • • • 3 2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 ll 1 Corrosion Resistance of Alumium In the simplest terms,this electrical circuit causes the anode What does this mean for aluminum? to lose ions and the cathode to gain ions.This process slowly consumes the anode(galvanic or dissimilar metal Galvanic corrosion is the most common cause of aluminum corrosion)and effectively strengthens the cathode against corrosion due to its inherent resistance to more natural forms corrosion. of corrosion and a lack of preventative measures taken. Which metal will be the anode and how Aluminum is typically a reactive metal in the galvanic series. intense will the reaction be? This means that in many cases,when it is in contact with other metals,aluminum will act as the anode and may begin Metals are ordered in what is known as the galvanic series. to corrode. Although this process may take many years to The galvanic series is a list or table that describes how yield signs of degradation,it is very easy to preclude. reactive or noble(less reactive)different metals are likely As a preventative measure,whenever possible,aluminum to be.The metal nearer the noble end acts as the cathode should be isolated from other metals with a non-absorbent, and the metal nearer the active end acts as the anode.The non-conductive,insulator like bitumastic paints or polymer farther away the two metals are from each other in the sleeves and washers. Some common interactions between series,the larger the voltage potential,and the more intense aluminum and other dissimilar metals include pressure the reaction.The intensity of the reaction is dependant treated wood(which contains copper),steel fasteners,and on many other things as well(for example,the particular some aggregates. electrolyte involved and the anode to cathode ratio). This is not to say that contact with these or any other Many versions of the galvanic series exist,and although metals will always cause a noticeable reaction over the life it is a good indicator of the roles that each metal will play, of a structure.lsolating dissimilar metals is simply a very and the relative intensity of the reaction,it cannot be used easy and very inexpensive way of minimizing the concern to predict actual reaction rates due to the many variables of a galvanic reaction altogether. In fact,The Aluminum at play. Furthermore,there are many exceptions to the Association approves stainless steel as well as HDG fasteners predictions made,due to real world conditions. for use with aluminum structures. Stainless steel is,however, highly preferred in coastal environments due to its superior What does this mean in the real world? corrosion resistance and durability over HDG. To complete a galvanic cell we need metal-to-metal contact Additionally,aluminum structures typically only see and an electrolyte solution. Unfortunately,salt is a very peripheral contact with other metals,at worst. Contact is effective and abundant electrolyte. Mix it with water(the usually limited to fasteners and supporting members.When ocean)and you basically have a permanent,electrolyte this is the case,the anode to cathode ratio(aluminum to solution presence in coastal areas. dissimilar ratio)is typically very large which minimizes the negative effects of the galvanic reaction and greatly increases Galvanic corrosion is common and a very real concern for the life of the aluminum. most metals in coastal applications. In this environment,all it takes is contact between two dissimilar metals to initiate a Can a galvanic reaction be a good thing? galvanic reaction.This reaction results in galvanic corrosion (Cathodic Protection or Sacrificial Anode) for one and effective corrosion protection for the other. Severity of corrosion depends primarily on where the two So far we have addressed the negative effects of being the metals in contact fall in the galvanic series,contact area,and anode in a galvanic reaction. From before,we discovered the anode to cathode ratio. that the material acting as the anode is subject to induced corrosion,while the cathode is additionally protected from 4 ©2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 Corrosion Resistance of Alumium corrosive effects. If we can force the aluminum to be the Tips: cathode,not only will it minimize the corrosive effects of the galvanic reaction,it will show even greater corrosion • Always use a marine grade alloy. resisting characteristics than when left to its own devices. This principle is executed in what is known as cathodic • Test to ensure backfills and/or native soils have a pH of protection or a sacrificial anode system. 4.5-8.5,and,when possible,avoid clays or highly organic soils. In the case of an aluminum seawall,rods or plates made of • If poorly compatible soils are anticipated or dissimilar magnesium are electrically connected and buried,forcing a metal contact cannot be avoided,use cathodic galvanic reaction,but this time the aluminum is the cathode protection.The sacrificial anode should be checked at and thus the beneficiary while the magnesium is sacrificed, regular intervals,and may need to be replaced every 10 hence the term sacrificial anode. to 20 years. • Insulate contact with other materials that may have In situations where soils are a concern,or major dissimilar significant metal content(steel fasteners,concrete, metal contact cannot be avoided,this is a relatively pressure treated wood,etc.). inexpensive and very effective method of aluminum corrosion protection. • Use stainless steel fasteners. If stainless steel is not an option,use HDG fasteners. It is always a good idea to separate steel fasteners from the aluminum structure What about electrolysis ? with polymer washers. When the term electrolysis is used,typically one of two • When economically feasible,use anodized aluminum phenomena is intended:a galvanic reaction,or stray current components because of their increased corrosion action. Although the method of corrosion between these protection. two is similar,stray current action is induced by an external • Avoid grounding electrical circuits to aluminum electrical current produced by improper grounding or structures when possible. insufficient isolation of large electric systems. Stray current corrosion is rare in aluminum waterfront structures,and • Avoid unusually high stresses or surface damage. in those cases,results only through improper design or Residual stresses may amplify corrosion. installation of electrical systems in close proximity to a dock or seawall. Over the last several decades the aluminum industry has developed,tested,and proven in field applications, Conclusion hundreds of aluminum alloys with a variety of characteristics engineered and analyzed specifically for a given application. When aluminum's corrosion characteristics are properly From aircraft to electronics to nuclear boilers to food understood,it becomes easy to predict how it will behave packaging,aluminum has proven its versatility and longevity. in the field.When negative effects are anticipated,solutions are inexpensive,effective,and easy to include in the 1. United States Army Corps of Engineers.EM 1110-2- design phase. Here are several tips to ensure a long lasting 1614 Design of Seawalls and Bulkheads.Washington DC: aluminum structure. USACE,1995 2. The Aluminum Association. Specifications& Guidelines for Aluminum Structures.8th ed.Arlington, VA:The Aluminum Association,2005 5 ©2007 Crane Materials International 4501 Circle 75 Parkway, Suite E-5370 Atlanta,GA 30339 USA Phone 866-867-3762 Fax 770-933-8363 International 00+1+770+933+8166 Winteringham Residence Floatation Design Prepared for: Northwest Docks Jim Guy Prepared by: Kelli Snodgrass, P.E KJS Engineering, PLLC 8638 Nahahum Canyon Road Cashmere, WA 98815 509.679.9770 January 2, 2011 10042 - 1 - ■ 4 11(..:111) 1■• Floating Dock System,Float Dock,Floating Boat.Dock,Dock Flotation,ACE Roto-Mold... 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I ' - 0 7 CENTERLINE OF PILES N A1.1 OUTLINE OF STAMPED CONCRETE LANDING 3 EXISTG DOCK PEWTER COLOR A1.1 20 DRIVEN — — PILES AT ANGLE -;D EXI5TG PILE TO NEW DOCK M REMAIN TOP OF BANK FXI5TG PILE F3 T 1,1 F. I . cy I —i REPLACEMENT OF ! I EXISTG DOCK I Y�Z EXI5T'G PILE TO ' REMAIN I i I CENTERLINE ° REMOVE LEANING PILE I RLINE OF PILES i --------------- 20' DRIVEN PILES REMOVE TWO PILES _ 1 REMOVAL OF EXISTG GROUNDING DOCK REPLACEMENT OF I -Off EXISTG RAMP 421- 3" CTR OF PILINGS `�\ 100' SET FROM - �` DRAINFIELDS 6'- 0" ` TOE OF BANK NLW RAMP ` LINE OF VEGETATION LINE OF VEGETATION _ 1 I. P \ \! LINE OF VEGETATION 80.32 ROPE _� ,• ... -- R1y11 _ •• �' •• _- _ - - ---� - NE __o I - 24.14 \ -- r— TOP OF BANK- _ L 1 36' - 11" CTR OF PILINGS z �•'�•- - -- - -- ! . VI x 1:3 - -- -- NEW RAMP HANDRAIL -� 7" I- I. If Z �-{-W STAMPED CON RET \' J - - - -- — B1NK LANDING _'�;�j --I`t a- p I 20' DRIVEN PILES - - To - . _ _ - 0: TOE OF BANK - s 2 a 1 �-o �-_ _ --- -- a 0 O \. � - -- -- , - - - -- BANK o I I 4'_5^ .\,•a ocl l I 1 CDP I CONCRETE LANDING CONNECTION HINGE PLATE 'NORTHWEST DOCKti' I CENTERLINE OF PILES 4' - 10'• 7"' I NN 1 PILING i SIDE WALLS I 5 1.1 —1' -0" DRIVEN PILINGS DN 1° 21- 6" 114" PLATE ALUMINUM GATE P05T P05T 51 DE PANEL CONCRETE LANDING: 1' _0,1 GATE', ,• • _ -�° -• - • -. - 1,-0,1,. PEWTER COLOR 6' -0" 1 PILING i SIDE WALLS I 5 1.1 —1' -0" DRIVEN PILINGS rn LANDING 0 10 v '21 I I TOP OF BANK 5% AIR ENTRAINED -�,\� I 70 OF - - - -= I V 0% STAMPED j I FLY ASH STAM EXISTG WELL I I �: , sLO 'E r L 6 REP LA.CEMENT OF `\ %J0 W EXI STG STAIRS 51DE 35 30- 5ETBACK \\ I Ste/ S�O�. / O,o 3Q SCOPE \F,P NEW STAIRS ,.., . \PUMP CHAMBER - �n SEPTIC TANK - JOE - - 5' 5ETBACK 5' SIDE • �/ FRC" 1 L3LD'G5 v =. ,"I _ SETBACK 0/1 fD 4 / A O = — ,32- " .. 5ETBACK FROM 4%61 /i� 1 3^ \t -` FILTER'' � I DRAIN FIELDS . t... IN , g c� W \� �\\ Z STAMPED CONCRET LANDING F- -- - i I RESERVE I �RE5EKVE ` r` A 45 W -,-25' - 0" -- i-- OpF- s \I I �MARY I I I PRMAR I PRIMAFRY I I PROTECT IVE CURB J IUAINFIELD DRAINFIELDI DRAINELD GUARDS M i \ IO'SETBACK �j Site Plan Stairs &Dock 20' FRONT \ I - - / om B ` SETACK Q \ -" \ �, RESERVE I �� 1 SL P � 100.59' '`� ' � ►- - - � / _ °-`j� PROPERTMIINE \_ �\ .S-- _ J EXISTG NEIGHBOR'S \ WELL _ _ _ >� �' REPLACEMEN A1.1 3 Site Plan Dock landing U1/2"= 1' -011 Ci c� r 51DE PANEL GATE TOP OF BANK in GRADE —\ Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS Northwest Docks 9117 Molly Lane Anacortes, WA 98211 206.372.4467 co M 00 o ` I I /• I'a ' i •� c 1 I • /3 �/ _ _ 0 0 C CU E -51 U_ �C CC 0 C D_ < n Gate (Elevation 2 .i 1' -011 1° 21- 6" 114" PLATE ALUMINUM rn LANDING 0 10 v '21 I I TOP OF BANK 5% AIR ENTRAINED -�,\� I 70 OF - - - -= I V 0% STAMPED j I FLY ASH STAM EXISTG WELL I I �: , sLO 'E r L 6 REP LA.CEMENT OF `\ %J0 W EXI STG STAIRS 51DE 35 30- 5ETBACK \\ I Ste/ S�O�. / O,o 3Q SCOPE \F,P NEW STAIRS ,.., . \PUMP CHAMBER - �n SEPTIC TANK - JOE - - 5' 5ETBACK 5' SIDE • �/ FRC" 1 L3LD'G5 v =. ,"I _ SETBACK 0/1 fD 4 / A O = — ,32- " .. 5ETBACK FROM 4%61 /i� 1 3^ \t -` FILTER'' � I DRAIN FIELDS . t... IN , g c� W \� �\\ Z STAMPED CONCRET LANDING F- -- - i I RESERVE I �RE5EKVE ` r` A 45 W -,-25' - 0" -- i-- OpF- s \I I �MARY I I I PRMAR I PRIMAFRY I I PROTECT IVE CURB J IUAINFIELD DRAINFIELDI DRAINELD GUARDS M i \ IO'SETBACK �j Site Plan Stairs &Dock 20' FRONT \ I - - / om B ` SETACK Q \ -" \ �, RESERVE I �� 1 SL P � 100.59' '`� ' � ►- - - � / _ °-`j� PROPERTMIINE \_ �\ .S-- _ J EXISTG NEIGHBOR'S \ WELL _ _ _ >� �' REPLACEMEN A1.1 3 Site Plan Dock landing U1/2"= 1' -011 Ci c� r 51DE PANEL GATE TOP OF BANK in GRADE —\ Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS Northwest Docks 9117 Molly Lane Anacortes, WA 98211 206.372.4467 co M 00 o ` I I /• I'a ' i •� c 1 I • /3 �/ _ _ 0 0 C CU E -51 U_ �C CC 0 C D_ < n Gate (Elevation 2 .i 1' -011 Site Profile Section _ 1 = 10' -011 Project Status Dock and Stair:* permit �✓ i� i L. a Lv 1 �1 Date Drawn by A1.1 10 -25 -2010 hms o 21- 6" 114" PLATE ALUMINUM GATE P05T P05T 51 DE PANEL CONCRETE LANDING: 5% AIR ENTRAINED 10% FLY ASH PEWTER COLOR NEW ALUMINUM RAMP - GRADE ° ro 20' DRIVEN PILES Zo GRADE DRIVEN PILESLev_el 14 _ -- - - - - -LI Level 14 r--- 1 r - ------- - - -- -- CONNECTION HINGE �\�� r BY OTHERS Zo I I \ \ - •1 I' io -J Sea Level ° ` t\. i Sea Level _ _ 10' -011 Gate Elevation 3 1-011 ,} Gatee Elevation 1 Site Profile Section _ 1 = 10' -011 Project Status Dock and Stair:* permit �✓ i� i L. a Lv 1 �1 Date Drawn by A1.1 10 -25 -2010 hms Stairs Plan Site 1/411 = 1' -0" 42'- 3" CTR OF PILINGS LINE OF VEGETATION --_ -- - -- -- LINE OF VEGETATION 50 5EMACK FROM •32 PROPER1I,I LINE OF VEGETATION SEPTIC TRANSPORT I LINES _ _ LIFE �'/ _ __1__ - -� 1' - 9" 24.14' PL - - - - - - -- V -9 - I \ - I 36' -11" CTR OF PILI GS \� z TOP OF BANK -- - -I_ - - -� - _I \\ - �\ I I � -_ N z I TOE OF BANK O 100' SET FROM � a. 1)RAINFIELD5 CENTERLINE p I I 4 - 5 N OF PILINGS i ' - \, a Lo o) I'' PROPOSED STAIRS TOP OF BANK i I I EXIST'G WELL I I 'REP CEMENT OF W I EXIS 'G STAIRS ' DN W f. ENTERLINE OF PILINGS \ 0 00' SETBACK FROM SETBACK \\ / I � \ 10�� DRAINFIELD5 `�\ / yy r \ \\ PUMP CHAMBER Z \\ - _ / SEPTIC TANK - _ _ FKOv9 13 LD'G5 W 5' 51DE .SETBACK EXIST'G �a0 /' - 2- SAND FILTER RESIDENCE Ll f / I W B/ _t EXISTG 1 D/ 12', �� I -� I W DRAINFEILD' I - - I 0- RESERVE RESERVE ti / I z (L I 1 _ I_ I I PRIMARY \ II I I O I \ ,�` I P -4MARY PRIMARY I / I / . I� - - - -- `,. I E) ; WIELD I DRAINNELDI DAINFIELD \ , EXISTG I GARAGE O I 0 10, 5ET13ACK - -- FROM- DLD15- Co ~ - 20' FRONT 5ET13ACK >OpcRi�\LiNE 50' 5ETDACK FROM �- DRAIN FIELDS W/ REDUCTION I � — — -• EXIT 'G NEIGHBOR'S Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS n Site Plan Stairs n Site Stairs Perspective 1" 20' -0" Level 15 mu -17'- 0" Stair Elevation West 1/4'1 = 1' -0" Stair Elevation West 1 3 1/4-1 = 1' -0" Project Status Site Stairs i FACE A5KEW Ij J Date Drawn by U E c 00 co -coo < o L r c c o Nc ICU E 3c LL 12 �t013 Sj cc 0 U •ate 0 L C' 1� SC �' A1.4 1 -3 -2011 hms Stairs Plan Site 1/4'1 = 1' -0" 42'- 3" CTR OF PILINGS \ - - -__ LINE OF VEGETATION ------ - -------------- LINE OF VEGETATION 50 5MbACK FROM .32 PROP' I I � LINE OF VEGETATION SEPTIC TRANSPORT ��� I _ _ ERTMLINE LINES �.' 2 14' P 1- 9 1" i I \ 36'- 11" CTR OF: PILII GS ` \\ z i• "�,, TOP OF BANK 'I- — - - _ �\ �\ I 1:3 \ i Z I b _..__ - -- - - - - -- -- s- =-�{'� TOE OF BANK I _ \ w N ��I- ^ N - j� 100' SET FROM W I I� ry I �� - -- a I DRAINFIELDS CENTERLINE d �o OF PILINGS \.• Ix I 4_ 5 I vi L0 I' • PROPOSED STAIRS TOP OF BANK EXIST'G WELL I I - _ ' • • \'REP CEMENT OF iEXIS 'G STAIRS ' DN=' �� �✓ - CENTERLINE OF PILINGS �. • \ A \ O A 1 00' 5ETBACK FROM SETBACK DRAINFIELDS /PUMP CHAMBER Z --PUMP - _ 5' SETBACK y F / /SEPTIC TANK fK(.)M BLD'G5 •�� 1 W �. 5' 51DE SETBACK • - _ . ' / �L- /• % - SAND FILTER _ - - - -1 .�• EXIST'G _ RESIDENCE - •� _ - t2 i EXISrG 0 D' I 1 ° \ \ _ _ - I DRAINFEILD > I a - - - - 0) OR I u RESERVE I RESERVE I-W W i i I RESCiZVE I I ' I w \ I — a I \ i I O a I I •• • • �`' \ I FA ARY I PRMARY I PRMARY _ ___ DRAINFE L\ D D INFIELD DRAINFIELD I EXIST'G T_ GARAGE �I •\ '� O I ) O , - -� I S" TBACK �• -_ \ v 1 \ .� hO 20 FRONT \ 100.5 p 50 ' SETBACK FROM 9' RPLWE -__- DRAIN FIELDS W1 REDUCTION I I— — _ _ I 50.'10' PL--° EXIST'G NEIGHBOR'S ! r Site Plan Stairs V = 20' -0 _ Level 15 - 17' -0" Stair Elevation West 1/411 = 1' -0" Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS n Site Stairs Perspective 3 Stair Elevation West 1 1/4" = 1' -0" Project Status Site Stairs i FACE ASKEW Date Drawn by c 00 M ow m � •® O < r c c o (1) C _ C cc U_ F_ • 0C ICU Sao L LM U 0) • r A1.4 1 -3 -2011 hms N Designs by Souza, Inc. 6 GRADE 164 Swanson Ave A1.5 #4 BAR@ 14'0.0. Port Townsend, WA 98368 5 #3 BAR @ 14' EA. WAY 360.379.8338 A1.5 EA WAY GRADE :::\ 0 _ _Level 16 -271 01, Henry M. Souza, CGP, CAPS L- @ -V - 21 15 .. _' #4 TEMPERTURE BAR �/ _1T_0" — — - — - z a: 7 o • ° s — y #4 BAR @ 14 O.C. ^ • , . •- (2) #4 BAR CONT X', <° ' ; 11" a i• f — - — - _ _Level 17 �_ `r`ar -35' 6" 2 5TL TUBE #4 BAR @ 14' O.C. • '-� Section 8 #4 TEM BAR #3 BAR @ 14' O.C. #4 BAR 14" O.C. 3 1/4" = 1' -0" ° EA. WAY EA. WAY •° 4 1 cr> •?� 9 c� Level 16 A1.5 A1.5 o — — — GRADE - 27' -0" • N GRADE GRADE #3 BAR @ 14 O.C. M c� EA. WAY , BENCH - #4 BAR 14' O.C. T �• N EA. WAY Level 16 (2) #4 BAR CONT �1 Section 6 - - -- - - (2) #4 BAR CONT. ao 3/8" = 1' -0" #4 BAR 14' O.C. M • f ; EA. WAY G) 0 c c � mow E o c, 2 Section ? .� € o c 1 1 /2" = 1' -0" cc O c A1.5 e s Level 15 #4 AT TOP a o ��— — — — — — - TYPICAL — A1.5 � , GRADE 8'-311 CO GRADE - - - - - -- ---- - - - - -- U a ; - - - - -V - -- -- - - - -- -- - - - - -� - Lev el'16 _ — — — — — — n� o - . • � �,. #4 TEMP BAR #4 BAR @ 14' O.C. i i #4 BAR @ 14' O.C. O( a #4 BAR @ 14' O.C. #4 MR @ 14' O.C. q CQa - 4 xJA ,a� k J..N.wao EA. WAY: , #4 BAR @ 14 O.C. rn, . c c� #4 BAR @ 14' O.C. ,,,. q, #4 BAR @ 14 O.C. - EA. WAY " EA. WAY ,r F. t. =-I EA. WAY �y o #4 BAR @ 14' O.C. ;' { GRADE ` N ;?: ,.•:�i e..'e r yY.'4. , 1s •! .+,aS'.'� e .'�'i''���fji ' sC9�.r �, .;,b y =at� ) &t _ �T' �tM� N. § "e.:'F' :.t. t - -} i:..:rr3.'�„� .,3a.ras :1. .?" �r �Y rr �^ EA. WAY _ Level 16 z4s&d! rt' i #- j <° 1 11 (V — t0 � �: -27 0 _._ -' — - GRADE a :, .." i —r=r- " (2) #4 BAR CONT (2) #4 BAR CONT �. ' (2) #4 BAR CONT „ 1 Fl; (2) #4 BAR CONT f (2) #4 BAR CONT 6 GRADE, sr ±� #3 BAR @ 14' .� O.C. EA. WAY jx to �'` "• �"�': �`°�� � )fin �T�" � c <- 1 �� ,y"or. •o z� (2) #4 BAR CONT 11-411 4�� 11-4" 11-4" € _.., . do n Section 11 �� n Section 10 1/2 = 1 -0 1/2" = 1' -0" Section 9 U 1/2' = 1' -0" 5 A1.5 Level 15 Level 15 — — — — — _ Level 16 -27' 0 GRADE Date 1 -3 -2011 Drawn by hms n Stair Elevation East Al 5 Project Status Site Stairs Designs by Souza, Inc. 6 GRADE 164 Swanson Ave A1.5 #4 BAR @ 14' O.C. Porn Townsend, WA 98368 5 #3 BAR @ 14' O.C. EA. WAY 360.379.8338 A1.5 EA WAY r GRADE 0 _ _Level 16 — — — -2�� _ Henry M. Souza, CGP, CAPS jk L- @ –V -el 15 " j` � _ - #4 TEMPERTURE BAR t • o `• #4 BAR @ 14 - O.C. - � 8• ••f a ,? m o (2) #4 BAR COW .., . , Level 17 -351-61s 2 5TL TUBE #4 BAR @ 14` O.C. • :A x • ° #4 TEM BAR I eCt91- #3 BAR @ I4' O.C. #4 BAR 14" O.C. /4" = ' -0 Mimi o EA. WAY EA. WAY • _ _Level 16 _� A A1.5 N —ITT- O" LI O GRADE GRADE GRADE #3 BAR @ 14 O.C. BENCH _ in EA. WAY M #4 BAR 14" O.C. EA. WAY N � Level 16 — — — — — — — — 27' -0" (2) #4 BAR CONT � _ . _.. _ ._ E Section 6 (2) #4 BAR CONT. cc 00 1 38 -O 1 #4 BAR 14" O.C. Cl) :z, EA. WAY 1x, 0) m- ti `1 ZDt 0 11-411 c c o we n Section 7 ._ € 3 c /2 CU LL A1.5 • : L 15 #4 AT TOP a 3 -1717 ' - O °— — — — — — - TYPICAL — S' - 3" cc A1.5 , GRADE GRADE /2 0 � o = 14 #4 TEMP BAR • � #4 BAR @ 14' O.C. N #4 DAR @ 14' O.C. p O , ti x a #4 BAR @ 14` O.C. , #4 DAR @ 14` O.C. E 01 CM _ EA. WAY t #4 BAR @ 14` O.C. c� + o„ #4 BAR @ 14' O.C. rn #4 BAR @ 14 O.C. n r EA. WAY��3 N ch EA. WAY `� ' . � EA. WAY i:• :<.l,i 3 ► ?.i� ?'y r.'s, ;t,.. ,i 1,7;�';4^;V�} - � ���F�t•'4 's`�'.. � ♦�`.. pxrr a " #4 BAR @ 14 O.C. `n GRADE' 'sr •® oflf;<�a4 ix x s x; EA. WAY - -' — :. 1wrtiui.:a.... Level 16 /1 n 2.,ia . a `: - gar �" 'a. ^: y R n s. GRADE 6 °' °% � ��: .� z FH, t.a..;- M. ,urxP•,....�,,..�a,<s :,:...,. e ..a:.•�„� (2) #4 BAR CONT (2) #4 BAR CONT (2) #4 BAR CONT GRADE(2) #4 BAR CONT BAR CUNT #3 BAR @ 14' O.C. EA. WAY i:37 � a } a t0 (2) #4 BAR CONT L mm' OF f oi- 1' -4" 1' -4" Section 11 n Section 10 n Section 9 1 /2"-= 1' -0" 5 A1.5 —Level 15 2 - — — Level 16 ' -27' -011 GRADE Date 1 -3 -2011 Drawn by hms Stair Elevation East ' A1.5 Project Status Site Stairs