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HomeMy WebLinkAbout09140 CERTIFICATE OF OCCUPANCY CITY OF—P ORT-,c�T%0'WNSEND DEVELOP T,,,�WRA DEPARTMENT This certificate is issued m accordance�wiath the provisionsofr,the International Building Codes as adopted and amended by theCityofPort�Townsend At the time of issuance, the indicated structure andus`e was deemed to Abe inn compliance the various codes and 0 1 ordinances of the City of Port Townsenfd�regulatingconstrucoon, use and occupancy of buildings. :s .. Property Owner: City o ort Townsend' Name oft,Business: Cotton Building e' Yha t €t�. Sit _ 4 L Building Address: 607Water Str=eet Occupancy Group.,` A - 3 r r" tqt Type of "VB. Zon °g C - III Construction: .. � � a Date Issued: March 1, 2011 Permit Number: BLD09-140 Building Official QopTr CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND wA Development Services Department 250 Madison Street, Suite 3, Port Townsend,WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 989700601 PERMIT NO. BLD09-140 ISSUED DATE EXPIRATION DATE 01/12/2010 ADDRESS 607 WATER ST CONSTRUCTION TYPE V-B OCCUPANT LOAD OWNER CITY OF PORT TOWNSEND PROJECT DESCRIPTION RENOVATE COTTON BLDG. CONTRACTOR LENDER INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT FOOTING SPECIAL INSPECTION e FOUNDATION PIERS I � o SPECIAL INSPECTION I C-t -!ram (y CONCRETE K ,3 l/ icy SPECIAL INSPECTION �Z1 1 PLUMBING DwU/Sowy, SPECIAL INSPECTION D FRAMING b� �� i4 f 0 A L ,& /3 i0 FINAL BUILDING 3 1 STRUCTURAL STEEL 61K jv 00�EWL � �e }Et c tR%C i L 0q,0 L /S :cry //"��0 MECHANICAL GWB 7 CALK 1/�0&ff Qic.rl 7/ib ��' MISCELLANEOUS INSULATION SHEAR WALL FINAL BUILDING FINAL PUBLIC WORKS ROOF NAILING I /31 SPECIAL INSPECTION TO REQUEST AN INSPECTION CALL(360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. f 1 ' =®- WOOD HARBINGER Mechanical and Electrical Engineers March 4,2011 Mr. Fred Slota Building Official City of Port Townsend 250 Madison St,Suite 2R Port Townsend,WA 98368 Project: Port Townsend Cotton Building WH 08108 Subject: Substantial Completion - Dear Mr. Slota: Based upon our observations and review of the work completed,the Contractor on the above referenced project has met the intent of the Contract Documents relative to Substantial Completion. Sincerely, WOOD HARBINGER, INC. Mechanical and Electrical Engineers -77) Tara L.Frentrop,PE Mechanical Engineer a��- IVAR C"f ui -,� r � STATE b L 1889 STATE OF WASHINGTON DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION 1063 S. Capitol Way,Suite 106.Olympia, Washington 98501 Mailing address:PO Box 48343.Olympia, Washington 98504-8343 (360)586-3065•Fax Number(360)586-3067•Website:www.dahp.wa.gov March 1, 2011 r ti Mr. David Timmons City Manager City of Port Townsend MIAR 3 - 2011 s 250 Madison Street, Suite 2 Port Townsend, Washington 98368 In future correspondence please refer to: Log: 112707-03-FEMA Property: Cotton Building Re: Hazard Mitigation Grant Program Seismic Retrofit (Application of Sealant) Dear Mr. Timmons: Thank you for contacting the Washington State Department of Archaeology and Historic Preservation (DAHP). The above referenced project revision has been reviewed on behalf of the State Historic Preservation Officer under provisions of Section 106 of the National Historic Preservation Act of 1966 (as amended) and 36 CFR Part 800. My review is based upon documentation contained in your communication. Under normal circumstances, application of sealants on historic brick masonry is not recommended under guidelines of the Secretary of the Interior's Standards for the Treatment of Historic Properties (Rehabilitation) for the following reasons: the character of the brick tends to change with their application, there are often issues with permeability and the retention of moisture within the brick, and because of their limited period of effectiveness, they must be re-applied at regular intervals. However, in some situations, the above limitations may be overridden by circumstances that justify considering their application. This appears to be the case with the Cotton Building. However, before we can make an informed determination, DAHP should be given the opportunity to review the results of your consultant's study of the proposed Prosoco product and its potential effectiveness on this historic property. Please keep us informed of the progress being made on the study. Thank you for the opportunity to review and comment. If you have any questions, please contact me. Sincerely, Stephen A. Mathison Historical Architect (360) 586-3079 stephen.mathison@dahp.wa.gov -DEPARTMENT OF ARCHAEOLOGY& HISTORIC PRESERVATION r Protect the Post,Shope the Future 0 0 arai jackson ellison murakami LLP ARCHITECTURE I URBAN DESIGN I INTERIORS TRANSMITTAL To: Fred Slota City of Port Townsend 250 Madison Street, suite 2R Port Townsend, WA 98368 Date: September 30, 2010 Sent via: HAND Copies: File From: Yuko Kunugi Email: ykunugiCcDaraiiackson.com Subject: Architectural drawings sheet A201 —revisions at lobby countertop Project: Port Townsend—Cotton building Project No. 2008147 Transmitted: ® Originals ❑ Copies ❑ Drawings ❑ CAD ® Information ❑ Other Qty 'Description Revised sheet A201 Fred, Please find enclosed sheet A201 with revisions per your request. Thank you. Yuko Kunugi Total Pages : (include this cover) R ECCIWE SEP 3 0 2010 2300 seventh avenue seattle wa 98121 v 206 323-8800 f 206 323-8518 CITY OF PORT TOWNSEND DSO iity of Port Townsend QOATTo�y .. Z Public Works Department 250 Madison Street, Suite 2R Port Townsend, WA. 98368 Phone: (360) 385-7212 Fax: (360) 385-7675 TRANSMITTAL To: Fred Slota Development Services Department City of Port Townsend 250 Madison St., Suite 3 Port Townsend, WA 98368 Date: February 23, 2011 Sent Via: In Person From: Kara Rogers, Engineering Assistant II Email: krogers@cityofpt.us Subject: Cotton Bldg. Inspection Reports Project: Cotton Building Project No. 2027 Transmitted: ❑Originals ❑Copies []Drawings ❑CAD ❑Information []Other .... ....... __ ......... !. Qty Description __..... 1 Cotton Building Seismic Repairs Inspection Reports ...... _ Please find enclosed the Cotton Building Seismic Repairs Inspection Reports from Krazan & Associates, Inc. If you should have any questions please contact the Tom Miller, Project Manager. Sincerely, Kara Rogers cc: Total Pages 1 —= WOOD HARBINGER Mechanical and Electrical Engineers July 14,2010 City of Port Townsend Development Services 250 Madison Street,Suite 3 Port Townsend,WA 98368 Project: City of Port Townsend Cotton Building Visitor Center WH 08108.01 Subject: Revised Envelope Compliance Calculations To Whom It May Concern: Please find enclosed a copy of the revised WS NREC Compliance Form,Envelope UA Calculations for the Port Townsend Visitor Center located at 607 Water St. Modifications to this document from the previous submittal include the following: 1. Vertical Glazing U-Factor was updated to reflect actual installed product.The previous assumed value was U=0.400,however,installed value is U=0.290.The overall vertical glazing area remains unchanged at 443 sq ft. 2. Opaque Wall areas were modified to eliminate insulation in each of the South,East and West walls.The original non insulated wall area was 68 sq ft and has now been increased to 1959 sq ft. The North wall maintains an insulation value of R-15 and has a calculated U-Factor of 0.048 as well as a computed square footage of 140.The overall wall area remains unchanged at 2099 sq ft. Thank you for your time and assistance in this matter. Sincerely, WOOD HARBINGER,INC. Mechanical and Electrical Engineers JUL 1 RECD III � Tara L. rentrop,PE arai jaCksGn Mechanical Engineer TF/ad Enclosures: 1. Revised Envelope Calculations(ENV06-Zone 1—Revised 10-07-12) cc: Rich Murakami Arai Jackson Ellison Murakami WOOD HARBINGER Mechanical and Electrical Engineers CERTIFICATION/SEALS The undersigned hereby certifies that the enclosed Mechanical documents in this Envelope Compliance Submittal were prepared by me or under my direct supervision, and that I am duly registered under the laws of the State of Washington and hereby affix my"Professional Seal". Wood Harbinger, Inc. Tara L. Frentrop,PE F �45 3� ANAL T 425.822.9499 3009 112th Ave NE,Suite 100 F 425.822.4338 Bellevue,WA 98004 woodharbinger.com 2006 Washin ton State Nonresidential Enerqy Code Compliance Form Envelope Calculations Zone 1 ENV-UA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 607 water St Date 7/14/2010 Space Heat Type • Electric resistance O All other For Building Department Use Glazing Area as%gross exterior wall area 17.4% Prop.r 30.0% Max.Target Concrete/Masonry Option O Yes • No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area A) =UA U x A U-factor x Area A =UA U x A U=0.967 PlanIDA601 0.967 25.0 24.2 0.400 443.0 177.2 U=0.290 Plan IDA601 0.290 418.0 121.2 Glazing% Electric Resist. Other Heating rn U= Plan ID: 0-30% 0.40 0.55 c r U= Plan ID: >30-45% see note above 0.45 > O U= Plan ID: U= Plan ID: U= Plan ID: u U= Plan ID: 0.600 C' ¢ U= Plan ID: Glazing% Electric Resist. Other Heating m > U= Plan ID: 0-30% 0.6 0.7 (D O U= Plan ID: >30-45% see note above 0.6 aa) w U= Plan ID: o � U= Plan ID: r U= Plan ID: O U= Plan ID: 0.600 a U= Plan ID: 0.600 In a $ U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 O R= Plan ID: 0.031 o > of O R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 a� -- R=30.0 Plan IDA304 0.031 2801.0 86.8 0.034 2801.0 95.2 o R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.046 R=11.0 Plan IDA304 0.059 0.150 2099.0 314.9 R= PlanIDA304 0.169 1959.0 331.1 ** R=15.0 Plan IDA304 0.048 140.0 6.7 ** m :� R=19.0 Plan IDA304 0.040 Electric Resist. Other Heating m Q R= Plan ID: Frame-Wd 0.062 0.062 n R= Plan ID: Frame-Mtl 0.062 0.109 O R= Plan ID: Mass Wall'+ 0.15 0.15 "Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ++see mass wall Criteria R= Plan ID: as o R= Plan ID: Electric Resist. Other Heating m R= Plan ID: Int Ins 0.062 0.062 0 Note:if insulated to levels required for opaque walls,list above with opaque walls Ext Ins 0.07 0.07 R=30.0 Plan IDA304 0.031 2801.0 86.8 0.029 2801.0 81.2 c R= Plan ID: Electric Resist. Other Heating °o 0 R= Plan ID: 0.029 0.056 c it R= Plan ID: o 0 R= Plan ID: 0.540 m R= Plan ID: Electric Resist. Other Heating R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls,indicate core insulation material. Totals 8144.70 656.8 Totals 8144.0 668.5 To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. `= _D..REPORT NO: 120338 L-Krazan & ._ sociates , Inc . GEOTECHNtCAL ENGINEERING - ENVIRONMENTAL ENGINEERING V� ''�` — ST G"N � CONSTRUCTION TESTING AND INSPECTION DATE: ` ` ` �' ' CONTRACTOR: ,4'�t✓C'' r, - PROJECT#: f�r'C> � 2 / JURISDICTION: r---� :%t PERMIT#: -- PROJECT: c'_-,�� r�' f� � LOCATION: f INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: TEMP: �1 , '�7T� r'�ra,•a 1��t�l•7`"//�-�9•�� <:.:�j�,�;,r;..�'r+; �f��>?.��'%� r"�r.!.,•��'� �,-J� 7%"�'�f'.`� ✓�`�/%J'rl�!.1r j <- Y 1T.� �r�Er it 3'iT:�/_ �.•1'l��r� i\ t� }• f l� r; 'rf J 'x.. f f����i.�"jam {'j��f..-;. f�� .f'�":�> ! J F,/t..�y'j �ij Fr�7,t i C `_T,f!/,�=- (L��`aj;�'��� 1�-/-�/• ---•/� Equipment/Asset Number(s): To the best of my knowledge,the above'WAS,/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observalio�ari�'t`esting results based on the site condition and contractor's'activities.This information is subject to review.prior to final submittal:.By signing this report,our inspector does not accept responsibility for validfty;of Ills results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665=3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009 doc EFFECTIVE:422/2009 DEC/17/2009/THU 09:21 AM ORDi, FAX No, 3604916308 P, 001/001 Cn Olympic Region Clean Air Agency 1➢'":: �Y 2940-B Limited Lane NW 01Ymp*WA 98502 (360)539-7610•FAX(360)491-6308 Demolition rel`mit Port AxV.1es office(360)417-1466 x. Raymond Officc(360)942-2137 vww.0RCAA.o%g Commercial Structure—Permit fee:$60.00—10 working day wait period I I Owner occupied residential dwelling—Permit fee.$35.00—Prior Notice PROPERTY OWNER Name Phone: —11V16 Email Cif Cify o All� OWMS�4j FAX do 383-76 75- Mobile: /s Ma 1 n i 1 "at Zip; ilr_ing A dr r S�� T Su)TC 2, t[ a�T r+/ /S 69 5 e Add ss: v S'4r� ���� �� tat _ v � DEMOLITION CONTRACTOR Check if same as property owner information rRusin .s N e: Phone: 6 — So� Ern CIFrS :r �s'F( �.v77 e.75 /{/� PAY— l.o 79'�-#77 c - nsite Contact: Pborie: -MI—M Mobile: G M k '�� FAX: aM _. ddres Ci�QU/S'�� DEMOLITION INFORMATION #of Structures being demolished: S t Date: Completion Datee; .� o raj Asbestos present Yes No Survey attached yes No Has all identified asbestos been removed Yes X_No DEMOLITION PROTECT CATEGORY ( ]Complete Demolition [ ]Training Fire—Fire Agency: Renovation,Alteration,Remodeling,Maintenance,or other Construction Emer cy—Additional Fee of$50.00 must be accompanied by Gove=xaeut Ordered Declaration-Commercial only) I have read and will abide by the condWonr tetforth in this permit and any addendsrni thereto. I do hereby csrtO that all identified arbesto has been removed and the information in this application and rxpple>Aenta/data destribad herein ir, to the bent of W aoavledge, accurate and complete. Applicant Name Sipatm Aate Date Application Received Payment Info. Permit Asbestos Permit [ ]Cash Disapproved # O JASB00 �r r- [ Check #� ' Demolition��t [ ]Credit Card .�,o.0,7 Review date:�v� Permit#IC�"7 DEM0Q� �q o V b 0 Z009 Receive date:!' /�J 1 Reviewed by: '*fxY Use O�na Ure O� n On ly 111111en Use 0 1-RCA OVER Chapter 6.Plumbing Elements and Facilities ]CC/ANSI A117.1-2003 S o E cm .E O r rn LO LO L 60 min 60 min 1525 1525 (a)Wall-Hung Water Closet—Adult (b) Floor-Mounted Water Closet—Adult Wall-Hung and Floor-Mounted Water Closet—Children Fig.604.8.2 Wheelchair Accessible Toilet Compartments EXCEPTIONS: 1. Toe clearance at the front partition is not Alternate required in a compartment greater than door O 62 inches (1575 mm) in depth with a loacation wall-hung water closet, or greater than 65 inches (1650 mm) in depth with a floor-mounted water closet. In a compartment primarily for children's I 4 max use, greater than 65 inches (1650 mm) 100 in depth,toe clearance at the front parti- tion is not required. 2. Toe clearance at the side partition is not required in a compartment greater than F o 66 inches (1675 mm) in width. T Lo FCM o 604.8.6 Grab Bars.Grab bars shall comply with T Section 609.Side wall grab bars complying with Section 604.5.1 located on the wall closest to the water closet, and a rear wall grab bar com- plying with Section 604.5.2, shall be provided. 604.9 Ambulatory Accessible Compartments. Fig.604.8.3 Wheelchair Accessible Compartment Doors 604.9.1 General. Ambulatory accessible compartments shall comply with Section 604.9. tion 404, except if the approach is to the latch side of the compartment door the clearance be- 604.9.2 Size.The minimum area of an ambula- tween the door side of the compartment and tory accessible compartment shall be 60 inches any obstruction shall be 42 inches (1065 mm) (1525 mm) minimum in depth and 36 inches minimum.The door shall be self-closing.A door (915 mm) in width. pull complying with Section 404.2.6 shall be placed on both sides of the door near the latch. 604.9.3 Doors. Toilet compartment doors, in- Compartment doors shall not swing into the se- cluding door hardware, shall comply with Sec- quired minimum area of the compartment. 50 ICC/ANSI A117.1-2003 Chapter 6.Plumbing Elements and Facilities EXCEPTION: In ambulatory accessible com- 604.8.3 Doors. Toilet compartment doors, in- partments complying with Section 604.9, flush cluding door hardware, shall comply with Sec- controls shall be permitted to be located on either tion 404.1, except if the approach is to the latch side of the water closet. side of the compartment door clearance be- tween the door side of the stall and any obstruc- 604.7 Dispensers. Toilet paper dispensers shall tion shall be 42 inches (1065 mm) minimum. comply with Section 309.4 and shall be 7 inches Doors shall be located in the front partition or in (180 mm) minimum and 9 inches (230 mm) maxi- the side wall or partition farthest from the water mum in front of the water closet measured to the closet. Where located in the front partition, the centerline of the dispenser. The outlet of the dis- door opening shall be 4 inches (100 mm) maxi- penser shall be 15 inches (380 mm) minimum and mum from the side wall or partition farthest from 48 inches(1220 mm)maximum above the floor,and the water closet.Where located in the side wall shall not be located behind the grab bars. Dispens- or partition, the door opening shall be 4 inches ers shall not be of a type that control delivery, or do (100 mm)maximum from the front partition.The not allow continuous paper flow. door shall be self-closing.A door pull complying with Section 404.2.6 shall be placed on both 604.8 Wheelchair Accessible Compartments. sides of the door near the latch.Toilet compart- ent doors shall not swing into the required m 604.8.1 General. Wheelchair accessible com-partments shall comply with Section 604.8. minimum area of the compartment. 604.8.4 Approach. Wheelchair accessible 604.8.2 Size. The minimum area of a wheel- compartments shall be arranged for left-hand or chair accessible compartment shall be 60 inch- right-hand approach to the water closet. es(1525 mm) minimum in width measured per- pendicular to the side wall,and 56 inches(1420 604.8.5 Toe Clearance.The front partition and mm)minimum in depth for wall hung water clos- at least one side partition shall provide a toe ets,and 59 inches(1500 mm)minimum in depth clearance of 9 inches (230 mm) minimum for floor mounted water closets measured per- above the floor and extending 6 inches (150 pendicular to the rear wall. The minimum area mm) beyond the compartment side face of the of a wheelchair accessible compartment for pri- partition, exclusive of partition support mem- marily children's use shall be 60 inches (1525 bers.Compartments primarily for children's use mm) minimum in width measured perpendicu- shall provide a toe clearance of 12 inches (305 lar to the side wall, and 59 inches (1500 mm) mm) minimum above the floor and extending 6 minimum in depth for wall hung and floor inches(150 mm) beyond the compartment side mounted water closets measured perpendicu- face of the partition, exclusive of partition sup- lar to the rear wall. port members. Cl) of E 0 q co c 12 min T 305 U in Section 609.3 c_ E � n Cl) E N 0 N 7-9 7-9 180—230 180—230 (a) Below Grab Bar (b)Above Grab Bar Fig.604.7 Dispenser Location 49 FISCHER GENERAL CONTRACTING, INC. February 26, 2011 Fred Slota City of Port Townsend 250 Madison Street, Suite 3 Port Townsend, WA 98368 Re: Visitor Plaza Conversion — Cotton Building Dear Fred: We would like to request the Certificate of Occupancy for the Cotton Building, permit # BLD09-140. Yours truly, Daniel Fischer President 1236 NW Finn Hill Road •P.O.Box 661 Poulsbo, WA 98 3 70-066 1 (360)697-5402• (360)779-4373 Fax fgci@fischergeneral.com FISCHGC988BB COTTON BUILDING SEISMIC REPAIRS INSPECTION REPORTS Project No. 106-09217 May 26, 2010 Prepared for: City of Port Townsend—Tom Miller 250 Madison Street, Suite 3 Port Townsend,WA 98368 Prepared by: Krazan &Associates, Inc. 1230 Finn Hill Road NW, Suite A Poulsbo, Washington S I(r - -- & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 18, 2011 Project No.: 106-09217 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend, WA 98368 RE: Final Completion Letter Regarding Special Testing &Inspection Permit No.: BLD 09-140 Cotton Building Seismic Repairs Project Dear Mr. Miller: In accordance with our client's request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: Special Inspection Required Performed Structural Steel: Welding Bolting Reinforced Concrete Expansion/Epoxy Anchor Bolts Fabrication Shop Inspections: Outstanding Fabrication shop items as of 6-24-10 repaired in the field and now meet specifications. To the best of our knowledge, all work(with the exception of items listed above) and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (360) 598-2126. Respectfully submitted, KRAZAN & ASSOCIATES,INC. JefZreyM. owers Construction Services Manager Poulsbo Division cc Dan Fischer—Fischer General Contracting Greg Coons—Swenson Say Faget Yuko Kinugi—Arai Jackson With Offices Serving The Western United States 1230 Finn Hill RD NW Ste. A•Poulsbo, Washington 98370• (360)598-2126 9 Fax: (360)598-2127 Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO W 70, (360) 598 2126 Project No. 106-09217 Cyl. Code P18231 Pour Date 7/29/2010 Report No. 47767 weather OVERCAST Jurisdiction PORT TOWNSEND Permit No. BLD 09-140 Project COTTON BUILDING Engineer N/A Location 607 WATER STREET Architect N/A Client FISCHER GENERAL Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. - M3055 Cem.lbs. - 510 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. Wt. C.agg.lbs.1 - 1880 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 8:14 373 17152 - 4.25 61 55 - C.agg.lbs.3 - - Sand lbs. - 1400 Water lbs. - 91.7 gals Placement Area Air Ent.(oz) - 3.0 oz Location CURB UNDER DOORWAY AND EAST WINDOW AT Other(oz) - - FRONT OF BUILDING other(oz) - - Other(oz) - - Other(oz) - - Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY WHEEL BARROW X ASTM C143 ASTM C138 CONSOLIDATED BY H/F VIBRATION X ASTM C1064 ASTM C173 1 CUBIC YARD LOAD X ASTM C31 Other W/C .34 inspector RANDY HANSEN Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 7/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type Test Methods P18231 8/5/2010 7 4X8 12.56 36005 2,870 AT 5 X ASTM C39 P18231 8/26/2010 28 4X8 12.56 41840 3,330 ZL 1 ASTM C109 P18231 8/26/2010 28 4X8 12.56 44385 3,530 ZL 5 ASTM C617 P18231 8/26/2010 28 4X8 12.56 45065 3,590 ZL 1 X ASTM C1231 P18231 8/26/2010 28 4X8 12.56 45405 3,620 ZL 2 ASTM C780 P18231 Other P18231 P18231 Test Results Remarks FR 137804 X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Dale 12J02tO2 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. ®I�-azan CYLI� _ _ _ &` Hssociates , Inc . REPORTNO.: � �D GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 29 7-UL-1 2010 CONTRACTOR:Fi SCuE4 G6dZ! l(_ PROJECT#: I o ro- OA 2 I-i PERMIT NO.: 8CD 04-140 PROJECT: CorroN Ofw,_atuG INSPECTOR: A90Y e7A/VSEN LOCATION: loo7 WA7-F_,_ STREET JURISDICTION:SIr�j CF poRTTowiyjEnm KRAZAN PROJECT MANAGER: WEATHER: oyegcArr TEMP: Sso Field Data Reported Batch Data Concrete WA15 Other Cement Type :um Supplier HILL MATER�Ats Plant No. 3 Site Mix F-1 Design Actual� Mix No. M 3 0 55 Mix Air Unit cem.lbs.� 510 Slump Temp. Temp. Wt. Time Truck# Ticket# %Air (in) (F) (F) (pcf) F.Ash lbs. C.agg.lbs. 1880 C.agg.lbs.2 Placement Area C.agg. lbs.3�� Location CURS VNDEQ'DOORWAIS ANC EAST WiwDOw ArFmt iar or Sand lbs. 14op 8u�WtN6 Water Admixture 32-v Other �� Air Ent.(oz/cwt.) Remarks PLAL�X034 WFIEEL3ARPa0 C01J30LIDATEDS4 RIF VISRATTOW Water Added on Job I tvSi C YApD LOAD (gals.) W/'C RArIo _ 0.34 Field Test Methods _ Please refer to Field Report No. i3_780+ ASTM C143� ASTM C138 . ASTM C1064 � ASTM C173 Inspector o, ASTM C31 Z Other Laboratory D to Design Strength 3000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str, (psi) Set# By Tye Test Method ASTMC39 2t ,2 5 7C �1L�`l0 3 30 � ASTMC109 2t y4"3s55 35 Z� ASTMC617 FI 28 Lt5oo ASTM C1231 FH_1 145,10 ASTMC1019 Other Test Results Remarks Conforming Non-Conforming Results Reviewed By Date Reviewed Codes for Break Types: 1.Cone 1XI 2.Cone&Split 3.Cone&Shear 1XI 4.Shear z 5.Columnar(Split)IE Measurement Uncertainties: ASTM C39=Cores+/-8% _ FIELD V*,,,raZan &A S S O C I ATE S,INC. REPORT NO.: 09217RGH081710FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 17 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP:71'F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building. This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1203 40.0% 74.20 58.90 2 1205 41.1% 72.60 58.00 3 1207 42.8% 72.00 58.10 4 1210 44.7% 70.30 57.10 5 1212 45.5% 69.50 56.80 6 1214 46.2% 69.00 56.60 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: ,Rk-4 qaaae- Offices Serving the Western United States Form 1501 r.2 Effective Date:12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. FIELD z Krazan &A S S O C I ATE S, INC. REPORT NO.: 09217RGH081810FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 18 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Partly Cloudy TEMP:58'F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1040 51.8% 65.10 54.90 2 1043 53.0% 64.90 55.20 3 1045 54.3% 65.20 55.40 4 1048 55.6% 65.80 56.10 5 1050 55.1% 66.20 56.80 6 1052 56.0% 67.00 57.50 See attached map for reading locations. Epoxy inspection of#4 bar dowels set a minimum 6" deep into brick for infill @ 2 locations crawl space level on east side of the building The masonry contractor cleaned out the holes with compressed air and brush. Then set the dowels in place with Hilti RD-500 epoxy, lot# 16.04.10 12:51 L5 01/2011 and 16.04.1012:52 L5 01/2011. The work was done per the manufacturer recommendations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Il ,wady rga-de- '; Offices Serving the Western United States r Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. _ FIELD Krazan &A S S O C I ATE S, INC. REPORT NO.: 09217RGH081910FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 19 August 2010 CONTRACTOR: Fischer General PROJECT M 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Cloudy TEMP:60°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1333 52.4% 78.50 65.20 2 1335 50.6% 76.60 63.60 3 1338 50.9% 74.90 62.30 4 1340 51.1% 72.70 60.50 5 1343 55.4% 70.10 59.80 6 1348 53.9% 70.80 59.90 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®I WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. SuI�erintendent/Representative: Technician: ,�atdiy�ruraea TOffices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. FIELD jgUKra an &A S S O C I ATE S, INC. REPORT NO.: 09217RGH082010FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 20 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Mostly Cloudy TEMP:60°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. _ This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1234 47.3% 70.00 57.50 2 1237 47.8% 69.10 57.10 3 1240 48.6% 68.60 56.70 4 1243 50.4% 66.30 55.50 _ 5 1246 50.9% 66.00 55.30 6 1250 51.6% 65.70 55.20 See attached map for reading locations. Equipment/Asset Number(s): To the best of m/y*nowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. SuperintenderlGRepresentative: Technician: / Raa4 gaaae. r Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. _ FIELD -Krazan &A S S O C I ATE S, INC. REPORT NO.: 09217RGH082310FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 23 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP:62°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1237 30.7% 74.20 56.30 2 1239 31.1% 73.40 55.60 3 1241 31.4% 72.70 55.10 4 1244 32.4% 71.50 54.60 _ 5 1246 33.8% 69.30 54.00 6 1248 33.3% 70.80 54.60 See attached map for reading locations Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintend/nt/Representative: Technician: // '-"4'"Ianeerc Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. _ FIELD �Krazan &A S S O C I ATE S, INC. REPORT NO.: 09217RGH082410FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 24 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP:67°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1242 27.6% 82.20 60.60 2 1244 30.2% 80.20 60.50 3 1246 32.1% 78.60 59.90 4 1250 34.0% 77.10 59.40 5 1252 34.6% 75.70 58.60 6 1255 36.0% 74.80 58.40 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. superintendent/Representative: Technician: ,i?a,rdy�aKaeK ' Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. FIELD ...,.Kraza l &ASSOCIATES, INC. REPORT NO.: 09217RGH082510FR-1 GEOTECHNICAL ENGINEERING-ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 25 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 - PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP:67°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1302 38.8% 81.20 63.80 2 1304 38.2% 80.20 63.10 3 1306 39.5% 79.00 62.70 4 1309 40.5% 77.10 61.40 5 1311 41.2% 75.80 60.60 6 1314 42.4% 74.90 60.40 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: -"4 Wa— Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permisM of the client and Krazan&Associates. - - 75 FIELD Krazan &AsSOC I ATE S, INC. REPORT NO.: 09217RGH082610FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 26 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Rain Showers TEMP:57°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1016 52.2% 64.70 54.70 2 1019 52.8% 65.10 55.20 3 1021 53.4% 65.90 55.80 4 1024 53.8% 66.10 56.10 5 1026 54.4% 66.30 56.50 6 1028 54.8% 66.40 56.60 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Ra 4 rqa— Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permis4de of the client and Krazan&Associates. FIELD --Kraza l &ASSOCIATES,INC. REPORT NO.: 09217RGH082710FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 27 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Cloudy TEMP:54°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building. This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 0903 57.4% 68.00 58.70 2 0905 58.1% 67.80 58.70 3 0907 59.3% 67.70 58.90 4 0910 60.1% 67.40 58.90 5 0912 60.9% 67.40 59.10 6 0915 61.0% 67.30 59.00 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: -"4 gaaae o Offices Serving the Western United States Form 1501 r.2 Effective Date:12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written perrrq on of the client and Krazan&Associates. — FIELD Kxazan &A,SOC,ATE S, INC. REPORT NO.: 09217RGH083110FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31 August 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 - PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Overcast TEMP:57°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and - relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1406 52.1% 67.70 57.20 2 1409 53.0% 67.30 57.10 3 1412 53.3% 67.20 57.10 4 1414 53.5% 67.10 57.00 5 1417 53.9% 67.00 56.80 6 1419 53.8% 66.70 56.50 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: ,R"4qa— Offices Sewing the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permisls v of the client and Krazan&Associates. _ FIELD Krazan &ASSOC,ATE., INC. REPORT NO.: 09217RGH090110FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 01 September 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP:60°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the building's six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1301 43.8% 79.40 64.50 2 1303 44.1% 78.40 63.70 3 1305 44.6% 77.40 63.10 4 1307 45.6% 75.9° 62.20 _ 5 1309 46.8% 74.70 61.40 6 1311 47.8% 73.60 60.70 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: ,�ardsy:�aw.rss Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permis,�ipn of the client and Krazan&Associates. FIELD KraZM &ASSOCIATES, INC. REPORT NO.: 09217RGH090210FR-1 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _02 September 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 - PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Partly Cloudy TEMP:56°F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This Inspector took a reading In each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 0831 57.0% 64.00 55.50 2 0833 57.4% 65.00 56.20 3 0835 57.5% 65.60 56.60 4 0838 56.4% 66.20 56.80 5 0841 56.1% 66.10 56.80 6 0846 56.6% 65.80 56.60 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: ,i?"4 Nausea Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. FIELD Krazan &A S SO C I ATE S, INC. REPORT NO.: 09217RGH090310FR-1 GEOTEC-INICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03 September 2010 CONTRACTOR: Fischer General PROJECT#: 106-09217 PERMIT NO: BLD09-140 PROJECT: Cotton Building INSPECTOR: Randy Hansen LOCATION: 607 Water Street JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Partly Cloudy TEMP:58'F On site as requested by Tom Miller, City of Port Townsend project manager for monitoring of temperature and relative humidity inside the building This inspector took a reading in each of the buildings six rooms using the UEI DTH 30 Digital Sling Psychrometer Thermo Hygrometer. This date's readings are listed below: Location: Time: Humidity: Adjusted Temperature: Actual Temperature: 1 1032 32.8% 89.80 67.30 2 1034 34.0% 85.90 65.90 3 1036 36.5% 83.40 65.1° 4 1038 38.6% 79.60 61.90 5 1040 38.1% 79.5° 62.10 6 1042 37.6% 79.80 62.00 See attached map for reading locations. Equipment/Asset Number(s): To the best of my knowledge,the above WAS®/WAS NOT❑performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permiss;66 of the client and Krazan&Associates. F REPORT NO: 137849 `- r Zan & A ciates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING- CONSTRUCTION TESTING AND INSPECTION 'DATE: 4-Au&vsr 2ojo CONTRACTOR: FrscaaeR GENERAL 'ROJECT#: Io(e-092/7 JURISDICTION: c/ry of PORT TOwNSEA& PROJECT: CorreN Suh-D/MG PERMIT#: 3LD09-mo -_OCATION: (,=o7 wA'TE2 nTaEET INSPECTOR: )?Ay4'! )4AIseAl KRAZAN PROJECT MANAGER: jt48 WEATHER: Aartrw Crows, TEMP: 59' ONJITEAS RCO/jWT1ia 9YC(7Y of PORTTowpi5e9b 9ROSieT )AAMtGER-TeNt MILLCIL FOR M00I76TI L OF THe RdLATIYE HUMIa1rY Att'b -MHPR-'MjURE OF TWO ROOKS IN THE SUIL-D1915 THIS IJJSPECTOIZ T4eccraDea XeA-Dtf4G15 Flzvw( MACH OF THE Six Rod KS uS/146 THiE ULI -oTy3o 'DIfo1TAL- SLING PSYCHrriomerfE -rwelzMo HYGR6METEIZ. 59E ATTA-IdL+b MAP FOM READIW6 LQCATIONS 3MLO w A-MC TH 15 aarW—5-RE'A-DIK 5 REl4T1rE AaJuSrE'D LOCnTlsil* TIKB' K LAKIDIT`t TgM}ERATURF— 7*EmP9RATLIRe Io,or 4016% 70.8' SCIO' Z Io oT 51 41% 0_86 56 (0e 3 to 04 553 9'/o Cdq 40 r58•`1� 4' Ito, 11 5fc 50/O �QO '5C) ZO _ 5 10:13 5 scrb 44 40 58•e.* b 10:15 57.0% 48.50 Equipment/Asset Number(s): To the best of�knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. — Superintendent/Representative: Technician: his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informati is subject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of ie client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 islZ & REPORT NO: _�,ti J_ s'ociates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION `)ATE: 5 Auausr zci i o CONTRACTOR: Fi:%cj-►ey- CIl 4'erz L 'ROJECT#: JURISDICTION: Cyr;c> PROJECT: CoTrc " 3LAiL:Disjc. PERMIT#: 3L-r? 09-1` 0 _OCATION: cic7 Y A-rer - sri;uzr=-r INSPECTOR:-i i4f;7; .CRAZAN PROJECT MANAGER: :3,K B WEATHER: sw_.,,=1 TEMP: 615- 77—=U=ET71 F5L? C'i r=t y4: .Pc>X7' r U WJ 53C1r17 T�'7J. 'LT Mf-�fJfJ 6.L�'T� i Cr Pl ;C5M H0,1-4IT6TLj"e, 05 T)-kE TEf�1P�T�ATUI; QNa� � Zr�Tiy� kU?-Il�tTi lu�)n Teti- T3Lalj_1 IuC.. -Ts4)5 A. 7zt-A-n)►--1-(- )" eACi4 O-P T14Z� '5lx Rani--15 !W 7ir4i� "Ri��iyla+C� %�t�tr•,( '711Z CA�3 7a?H 3t� "i�;GIZ"y L 5l I hG ►��Ye7-I Rd t1 L TSa R r►-1 E RMc`� i.�w c Ro»�P a�� _ `ro E>A Y",5 LCCAT'lcrl' ' T I H tE I KLa>albiTl" ' Aa�u5r�-� •tnEzgtU�z�' 4cr���7t+�r���aTu�� i lzec i 43:5'Z. �5�4� �.f�n to5"i b Z t'Z:e3 41-7% ° �t�r.4� G,3,�s ° 3 12'05 451 To 4-1160 - + i z'01 48,W% &X-Q�P X3 rz'cat 5o 7% 444° 'f 3 4 f co - 1 Equipment/Asset Number(s): To the tlgst of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. L Superintendent/Representative: Technician: / ti ( � - v its report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information su ject to review prior to final submittal.By signing this report,our spector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of -e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 FI REPORT NO: 1, �0 19 2 KraZan & A ciates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -"ATE: to zc x-5 CONTRACTOR: +sci►� G a,� R�L ROJECT#: )4�'o�zl'7 JURISDICTION: c+Ty eY yrcTTc3v,u-sEN 'ROJECT: �c0rTa,a'BU)L.'D)1-4G PERMIT#: -aL-D o9- )9-o OCATION: :to`7 WATE7Z 57F-ze-r- INSPECTOR: I-1A�:z3r,I ,RAZAN PROJECT MANAGER: '► WEATHER: PART1-Y CLQUc j TEMP: wo, ON 5iTg:- 45 -Rr-gU 3&:rz 'bY r-O—f OF P0;kTTc7t W.15Et1'b -e73CQ1?GT -1A04G K -OM MILLFR. Fn r. �co,sl�ox+rsr ar rN,` xzL--A.Ar,v'z 1-ILuMmij IAZIDL- rHE 130)00)),ra TWi �, WSFUCTOP. TOOK_ A RaAb r. iM EACt..11 OF TWE SO4 APPE-3 11.1 TWr; 8utt-i7110 l.1CSj0C1 -1t4 L F-7L 'D'rl-1 30 i.-->,CtTAI- 5r13sG ►P5'YCi-1 ROM biL17- -1-k9-2-"-M i-IYQTzr,�Mi=To;12 910Z DA-M z KFAi11+.115S ARP LiZIM �i�bOvV LaCa;1ar,� TtM@ ` iartur��rf' AzuuSTet!&-KPt-riet v Rye 6C Tv.Ao i4Ea kaTukc .t 1140 4R.1% (offAV, 4��o i2A2 544°,A 1244 �5.q1? /,, 124'1 S 1.5% lof;,Z� 5 B q° 2'n (25 i 54.3% 68.l0° 59.roa SCtz �,�i 4C�1�9 M A P F6y, Rrza;O i VX LOC,^'Tt o 05 Equipment/Asset Number(s): `-)the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tech ' tan: s report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informati is subject to review prior to final submittal.By signing this report,our pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 _ Krazan REPORT NO: � & �_ � ociates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -DATE: I3 Ac(GtjZ CONTRACTOR: i-+ S'AFM cr MERAL 3ROJECT#: io(-- 012-i i JURISDICTION: c.,,t or Pna; :�us�iun PROJECT: Co7- 7 oN PERMIT#: BLD 09 I4-0 _OCATION: r-'I wArrR a;Rs_•r INSPECTOR: RApbcf WAN,eFO KRAZAN PROJECT MANAGER: X?,F, WEATHER: oy,-ac, r TEMP:S(o0 ON zirc— AC N r C.(j� OR t"—*r0,,dlj.SFAIA ftROTSC'T ►.A&)A 62 7bp/ AILL6-P Fdg /�(oLllTt]RILIG_ of-- RZL_-L IkJE Kt1}ntt]tT� 4e1ZAT12 11 relC TT(r `cfJ+ �JtJf� iFlir CIVSPFi?ne "t7r�� A RP:ADlw; in i:Ac" -V to T11,4C MUILOING usioC, 11-CE L(Li Zi M3A '7iC-tT-AL SLIMG PSYcatROMSStI 4 ip•(I S 7�� 'S � � S " LOCAr IOpJ 1iHE NuJ-0r 0ir!' A(NXtSrb TeM,Pr'4A1.26 , d,C7UAt.'TrHFs:Rn��2E ? I O'104 ti70 Arlo 1 0%, 6� 19 3R.6° 4 p•Zr� tBI �'�/�t� �EZr�� (�)(,s a 70 (D o74� 6b d'r� SZF A7TAC1dEI\ MM, E, REW*1t1.)C. LQ(' r_IQQ,S Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: 'his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This info ation is subject to review prior to final submittal.By signing this report,our nspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the !Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc -_= FI ` REPORT NO: 1301 Q !;l I<XaZa1 & A , ciates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -)ATE: AuG,t3, 2oia CONTRACTOR: Pi-C14i R (>rxkgPAr 'ROJECT#: JURISDICTION: arri ter- Foe-;;oj)tazzturti PROJECT- CO1-rou PERMIT#: END Oq_ 114C� .00ATION: (o7 wA-reR INSPECTOR: ^ANo�t FiAlJZr N r:RAZAN PROJECT MANAGER: aN3 WEATHER: TEMP: #� VN '8`1 Tok MtLLs:2 CtiY OF pofR wk)Sipt PRn-CS!"T MAU.4agrE, Sot= I.a00/76R.ltN6, AvIft fACIAyfd/; ri JH r7fTT� lNSii?F "ct C�Jr fVG it�iS %MSR=�'zol� T�OtG A REA ILICz iN CACH OF ct-I 4R.Atr_�rL]6`S Si.J;kOC) 4_y >_iS0L)C- 'HF iAf+ Iz�ii-i24 0t6iTr%L SL)K);; F.3'YCHROMETIF 1h'FRW-7 i4Y `20 is Loc4xtoa -rf Ili Et f4UM#ZfZ`4 AaiuSr tl\ 71-MP6RATtJR;�' ACyac 'f7tnA��RAirRG ' j i34 t 50Z11/0 `70 20 2 1343 5-t o% 6 .90 5q,20 3 i3<5 64-q° 59•36 (346 5b Z°/a (�Q.Pi" 5q,76 (351 f I% (7410 Go no (B i353 C, l00.3p EAii-ACHEA MAP F©R "tr'Ac�iiJ� lO ,'TinNC Equipment/Asset Number(s): 7o the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: his report'indicates our inspector's observation and testing results based on the site condition and contractor's activities.This inforrPTIon is subject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of )e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 TTr_ _ 1TE A2 —.,R PLAN ,,L"L NOTE,: REPAIR AND REPOINT(E) DAMAGED BRICK AS REO'D. AT ENTIRE FACADE. 1.REFER BUILDING ELEVATIONS FOR LOCATIONS OF a3o, NEW WINDOWS. 2.SEE SHEET A601 FOR WINDOW AND DOOR SCHEDULES. LEGENDS te'-e (E) CRA4A SPACE C=] NEW CONSTRUCTION ^0 4 ACCESS PANEL t 2'-e' (E) CONSTRUCTION TO REMAIN CLADDED ACCENT WALL O REF95 . Q � MM. ® d (E) 2- STUDI WALL GWB AND GATT INSUL.I0/(E) WALL FRAMING.. FEC O EXTEND WALL FRAMIN , INSUL AND GWB CONST. ALTERNATE , VISITOR'S LOBBY ABOVE(E) CLG. LINE, THROUGHOUT BUILDING. SASH W/ INSULATED p 101 SEE BUILDING SECTION FOR MORE INFORMATION. 1 - -GLAZING IN rn o NG c 'r a , c 0,ELEC. FLOOR B X,—��0 Ara, TYP. S. SEE ELEC. — — — I EQ. I 1Y—a' D I A7a7 . i. . 12 a' EQ. !�/ 1 f ® +a+A =qEPAlRAANRDEQ§iI AT ENTIRE FACADE d r t X-BRACE, SEE STRUCT. Q SHEETS Aaoz r d ' WOOD CLAODED OVERFLOW DOWNSPOUT ® 2.5-e' ACCENT WALL 10._10, NOZZLE ABOVE A70' q A7a� q VE «S s'o' RAIN LEADER DISCHARGE, 6 SEE tMUW. CAP AT 5' FROM BLDG. TO 7 — — — — �+ ® PLAZA NPROJECTW/FUTURE —_, 3 k s SMALL MEETING OMS N LEADER ,+ -J b ® RESTROOM � ® /I 1 - I RAIN ROOM A704 ALCOVE A C b 102. « r-r 13 — s ti ' D o 0 0 0 5 0 s , INSUL SASH k GLAZING RECESSED MTD. A704 IN (E) OPENINGS EMERGENCY I ,-a t'-e Ea. E0. M M Ea. E0 V-e' b Q PHONE — 1 IP F1AS - SIM. 3 d 10610 FURNACE A704 — — — I y ® WI M C NI AL b. CLAL s'-C �'-o• �'_e. r, s,�. J 103 l J « « ACCI IT WALL O 7 +o7A lTi o rA A oa C MEN q r' 104 WHO 0 D I D �� FD 1 IRRIGATION CONTROL OAV u,r V#,,.rOLZan REPORT NO: 138024 & h , ciates , Inc . • GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ')ATE: Z 9• te) CONTRACTOR: r/.�C-k/ -- 'ROJECT#: )0`•' • 07J,/ 7 JURISDICTION: (7;, 0f- J°ot'6 .6 zmtQ PROJECT: (40LgS''1 ld�- PERMIT#: oca' ;94) ` %�6 .00ATION: P��� /� %%�l�Pivco INSPECTOR: ^(i�+, ,�iSkZ6 .:RAZAN PROJECT MANAGER: WEATHER: d• f' TEMP: fo y'J 1-1-XAZ,A,v Im f c 6VI d,v �J t A/i;A A cco- e 2•/l�jh� -'4_ 'ZtIVAO - •9110 fw400s.) �C � Q�LP4 W�r`1 99 A 31 if 41AN� �,����'►/ %���-�ZJ/�- 1�P�� /pc� e�� ,e4i�/e9 �/�l��re o`f �G�� ,�C1 rid l� n�7c_ o Cox f�il�>` lid -t ��?� d d;o- 03 20/I /X w0 ,10 5f l,"elf ,"4p Equipment/Asset Number(s): 'ro the bes of my knowledge,the abov WAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technic n: 4 its report indicates our inspector's observation and testing results based on the site condition and contractor's activitie is information is subject to review prior to final submittal.By signing this report,our Spector does not accept responsibility for validity of the results.Some information on this report may have been provided by d hers on site. The information provided on this report is prepared for the exclusive use of a client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 - .D REPORT NO: 137803 ��ii ,__. az0n & sociate's , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING ' CONSTRUCTION TESTING AND INSPECTION -)ATE: ;ZS.TULYzO►o CONTRACTOR: F►ScHETZGe4r=-XAL 'ROJECT#: 10(o-092-t Z JURISDICTION: CiTy of p07�,T-r0 W N-5l`Nb PROJECT. COTTON -8utLbtt4G PERMIT#: B ID09-140 .00ATION: G67 WATE7Z STREET INSPECTOR: qANav HAt4ZC J ir�RAZAN PROJECT MANAGER: MW 319 WEATHER: CtEA-z. TEMP: 630 ON StrE AS RES1uESTE2 '04 THE LtTK RsPRrsrwT&TIJt FOR DAILY KDu1T6[&j (, OF r8r: RE_AT1119 _HumIDIT`i APO TEFtPURATURE-S OF Tkr Rooms iAiziDE T1.ift: Cit.ltt_DW6, T RECOSDED AO TOTAL OA (O READING tNStDE n-ltc BLAIIIJ)ING, SEE ATTAc1itD kAP FOR 'RraA911J(e LOCAr1O►.4 BELOWARa: TkI&r REL4TWE Xv&tL6, r!j Ago TWPEA&Ty1tC (AIMAL�4p yu#AtP,r% AO.Ti43Tib) READIl/as LOCa,Tt°1J ' P14M1V112f iAUHA1p T1 AAsAsrenTaNPeeA %lL TttAg TA9411V 47:1 °/e -72.2" i!t5 PA Z 52.1.% -10.5 e 1:14 PK 3 gq °(o ?0 2� it 1.7 Pk1 4 55.2.o(e r;8.5' I Z0 P K 5 5/o O e(e 1.8 1° 1 :22 P K - to 57.3/e (0-7.so 1 ,23PM Tka ROAD/NG5 WIRE TAt<<N WtrH A uEZ OTN3a 1)141rAL SLIM& P3TCUf*14&rCR-TNt<2Ma 44GrteKa-MA- Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Techni .his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is bject to review prior to final submittal.By signing this report,our nspector does not accept responsibility for validity of the results.some information on this report may have been provided by others on site. The tormation provided on this report is prepared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc L.u TTo j-I ,,..'",,.ATE J!, uguR PLAN GENERAI NOTES• REPAIR AND REPOINT(E) DAMAGED 1 BRICK AS REQ'D, AT ENTIRE FACADE. 1. REFER BUILDING ELEVATIONS FOR-LOCATIONS OF A3ot NEW WINDOWS. 2. SEE SHEET A601 FOR WINDOW AND DOOR (E)3 e1'-2• SCHEDULES. 1e'-e• le'-e• LEGENDS 1e'-e• ® ® A 04 ® (E) CRAWL SPACE � NEW CONSTRUCTION 5•'— , E)*y-r. _• 1 A 1,-0' ACCESS PANEL E)} -e O (E) CONSTRUCTION TO REMAIN WOOD CLADDED ACCENT WALL I Q — O RE E95 0 m ® I (E) 2' STUDI WALL GWB AND GATT INSUL.I 0/(E) WALL FRAMING. FEC �y W EXTEND WALL FRAMIN , INSUL AND GWB CONST. T VISITOR'S LOBBY ABOVE(E) CLG.'LINE, TYP, THROUGHOUT BUILDING. N SASH W/ INSULATED 2 101 SEE BUILDING SECTION FOR MORE INFORMATION. a IN IN 0 NG « c — tp A 1 C O�—ELEC. FLOOR B C. 0 - - TYP. 6. SEE C. I EQ. i I 12•-p• D E0. A7o7 4 2 ® eau Y 101 N AL TFRNA Y7 REPAIR AND REPOINT(E) DAMAGED BRICK AS REQ'D. AT ENTIRE FACADE. X-BRACE, a 0 SEE STRUCT. 0 1 SHEETS e A,ax d OVERFLOW DOWNSPOUT WOOD CLADDED 5-0• ACCENT WALL NOZZLE ABOVE c t0'-to' 6 5 �s A7o4 "704 q A704 AMOVE u «a 5'-p• RAIN LEADER DISCHARGE, 6 a OWNTWW. �a CAP AT 5' FROM SLOG. TO s[E 10/A7a BE CONNECTED W/FUTURE PLAZA PROJECT. 9 _ 5•_4• to i .` — — — — — — — — b OME SMALL MEETING 11 -) b ® I RALCOOVEM I O �I p 105N FD _ LEADER AIN 6 ROOM A70 I. 4 C �`, 102 « 107 ur e 4m 6 1r i INSUL SASH $ GLAZING RECESSED MTD. A704 (� « s IN (E) OPENINGS PHONE EMERGENCY I r-e 1'-e Ea. EQ. En. Ea Ep. Ep. 1'-e t, c7 _ t _ ; � SIM. JANITO IP F11� _ 9 _ © J �• 106 FURNACE — A704 I >n ® WL I 1a JFDO f_, M C NICAL B tir >e CLAI T-0 }-0 S-0. ,+ e'_0 J� 103 « s ACC, IT WALL CD ? Z :A: IT" rA x C MEN � -� - 4` 4 „ / A407 104 ; Wu 0 IRRIGATION CONTROL Dnv ki i r D REPORT NO: 137804 ;Q_V*,XaZan & ociates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 24 3cl(,y 2o1d CONTRACTOR: F/SCUER CCUERAL 'ROJECT#: IOG-09azZ JURISDICTION: Crri of PoaT-tbrwu[sSsuo PROJECT: C'orne A/ ©ui,_,zftAs6 PERMIT#: 3t.a d4 fAt) _OCATION: (oO7 WA TA STi46E 1 INSPECTOR:gAMW S,91S TEM ,(RAZAN PROJECT MANAGER: WEATHER: OVeMArT TEMP: 5S' REINFORCED C(7NCREie INSPECilO1J ON airg AS DiRECTej) FaA Re(A1FORCED GollCil 19SPeCT1W) OF-CURB LAPPL-2tooLwAK A_u EAST wlAzLou;i, A-rPROOr-OF ZOILWAIG RCV1Eweb T1..et PLANS TidEU CuEcKcD THE Re1ur-aRC11JG STEEL THE RL-SrXTL- 40A.7 /A) PCAGE PEE, PIA/. AND CPo i&-b BAR ldAb SEW 11JsPirc.TLp 611 A Rctayia(tS kAAz,o,u V/Sir CAsr h St7 of CYIt1U4ERS o►✓ A 4 Cr,1stC 7AitO LoAy oP ;:RED 141LL- MA;EetALs Mix h13a55. SC6" KkAZAAJCeLWOcrt RCPORi# ' 47'1`7 Fog TMST bATA AND AppiriellAt- t►at`oRKer�oA� Equipment/Asset Number(s): To the best of my knowledge,the abov�AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technici -his report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is s ject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 REPORT NO: _L 3 7 8 Q 3 =`—P+X; ZZan & h iciates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 'DATE: P-Q .T,4i.Y 2 0 J 0 CONTRACTOR: 1=r SCkcPt GEKE(l,"/{L 'ROJECT#. io(, - 01�lzll JURISDICTION: C ITY 01= FC)2i 1011A)USQUA PROJECT. &A,Lb f(n PERMIT#: 3L;) off- 14r) _OCATION: Coot WAtg>=- ST!LE,;-rr INSPECTOR: RAAlby PAlyj-e,y XRAZAN PROJECT MANAGER: WEATHER: 0 R"S TEMP: 5S° Oi4 51 T 1- A5 tZi=qt--,P-cj-'[o Ptj l u- CiTY FZ kseilt Ar,yR F©R DAIL7 Mowana l,)A uTIar. Rti4T1VC HiAKIb i ,1 Au#*�-Te.gU1z4nhZ1 'la ?terms ]rd,,jiD'c Tam nuioumr Rerc,wor> A TOTAL ME e ) REApilgc, IN5mg -b4E 1,i5ik)C 7Mr- L4ET3R rQ,1 ern DirrrA 51t�JC `SYt"Nz0KfiT�it— iHER're IIYC�Rn1aETE� S@c ATTAC}A l7 MAP Pb-p, -VLrzk-vtmr, aI^in} By.iorJ ARE rk4a RE a-DIW S L.00,-ATtar.0 7t ' T1M (iuMIbiyl ' idu9 iorr`j A-um asmpp—iF-mkz:40tlike: Ac-ruAL o 56 7s/c 10 Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory.requirements. Superintendent/Representative: Technician: his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This inf ation is subject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of ne client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253.) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 C U TTO N A RNAT A L FLOOR PLAN GENERAL NOTES lS u I t.D/NG REPAIR AND REPOINT(E) DAMAGED t BRICK AS REQ'D. AT ENTIRE FACADE. 1. REFER BUILDING ELEVATIONS FOR LOCATIONS OF A301 ' NEW WINDOWS. 2. SEE SHEET A601 FOR WINDOW AND DOOR SCHEDULES. 16'°• te'-e• LEGENDS (E)®' G ® A°a ® (E) CRAWL SPACE O NEW CONSTRUCTION E1 3 z'-r (E)a r-°• 1 ACCESS PANEL (E) CONSTRUCTION TO REMAIN rn WOOD CLADDED ACCENT WALL O RE EIS D ' I MTD. ® d (E) 2 STUD'WALL GWB AND BATT INSUL.I 0/(E) WALL FRAMING. FEC EXTEND WALL FRAMIN , INSUL AND GWB CONST.VISITOR'S LOBBY ABOVE (E) CLG. LINE, THROUGHOUT BUILDING. NSASH W/ INSULATED 2 t01 SEE BUILDING SECTION FOR MORE INFORMATION, t = ING IN 0 NG C a�--ELEC. FLOOR 8 X,—��a A+o+ — TYP. 6. SEE C. EQ. tr_o• D tr-r A,o3 • E0. 1 2 i ® +ou q +ot ALTERNATE k2: f Ez REPAIR AND REPOINT(E)DAMAGED BRICK AS REO'D. AT ENTIRE FACADE. ( X-BRACE, SEE STRUCT. O t SHEETS Aaoz r W b ® WOOD CLADDED 5-o OVERFLOW DOWNSPOUT } Aaoz Iy_y ACCENT WALL z,-6 NOZZLE ABOVE to'-ta A70t Aga 4 aoa uo�AND ++y s-0 RAIN LEADER DISCHARGE, 6 COU a NT"'SEE ,a CAP AT 5' FROM BLDG. TO — — — — — — — — tu7►toy BE CONNECTED W/FUTURE —=� _—_ —_— ® PLAZA PROJECT. 3 _ V-a. bi `. — — —_ - - - — � — — OMEN RAIN SMALL MEETING tt J ,o ® RESTROOM ® 6OO ALCOVE I A/ a C 105 b LEADER R 02M. AToa I. 107 t'-T ti — am 6 + D 5 b e ° ° ° ° _' INSUL SASH k GLAZING RECESSED MTD. A7D� s IN UL OPENINGS EMERGENCY I t-e r-e En. to. ro. EQ. EQ. EQ. r-e• b >a PHONE i _ SIM. JANITO 3 - ® d +� 106 I FURNACE — A7"04 0 I H ® WL tw FD —l M C NI AL b WCCI IT o'-o' Y-o' s-°• '^ y.o. J 103 r( ALL 3 � ■ 7 totA) rn ° C MEN •, �C ' 104 WH 1 0 _ D I D 1`�� FD 1 IRRIGATION CONTROL u i r Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO W1 (360) 598 2126 Project No. 106-09217 Cyl. Code P18231 Pour Date 7/29/20 r- Report No.-47767 weather OVERCAST Jurisdiction PORT TOWNSEND Permit No. BLD 09-140 Project COTTON BUILDING Engineer N/A Location 607 WATER STREET Architect N/A Client FISCHER GENERAL Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights ;Supplier FRED HILL Plant No. 3 Site Mix Mix No. - M3055 i Cem.lbs. - 510 Mix Air Unit F.Ash lbs. Slump Temp. Temp. Wt. C.agg.lbs.1 - 1880 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 8:14 373 17152 - 4.25 61 55 - C.agg.lbs.3 - - Sand lbs. - 1400 Water lbs. - 91.7 gals Placement Area Air Ent.(oz) - 3.0 oz Location CURB UNDER DOORWAY AND EAST WINDOW AT other(oz) - - FRONT OF BUILDING other(oz) - - Other(oz) - - Other(oz) - - Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY WHEEL BARROW X ASTM C143 ASTM C138 CONSOLIDATED BY H/F VIBRATION X ASTM C1064 ASTM C173 1 CUBIC YARD LOAD X ASTM C31 other _ W/C .34 Inspector RANDY HANSEN Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 7/30/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P18231 8/5/2010 7 4X8 12.56 36005 2,870 AT 5 X ASTM C39 P18231 ASTM C109 P18231 ASTM C617 P18231 X ASTM C1231 P18231 ASTM C780 P18231 Other P18231 P18231 Test Results Remarks FR 137804 Conforming Results Reviewed By �1/ Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2-.Cone & Split 3: Cone & Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the wdtlen permission of the client and Krazan 8 Associates. .D REPORT NO: 137806 1'i*X0L7an & . sociates , Inc . • GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING ' CONSTRUCTION TESTING AND INSPECTION ')ATE: 30 JC LY 2-010 CONTRACTOR: }15C1-iER C-p-m ium 'ROJECT#: joil -09zf7 JURISDICTION: c/ryofPortr%ew;4seND PROJECT: PERMIT#: 5Laoc�-140 -OCATION: &61 Wt nEP, sus- er INSPECTOR:c'b9" yNitir� �1 ,(RAZAN PROJECT MANAGER: J^/%13 WEATHER: ovckcgsr TEMP: 5CI" 0" S.,Me ,4-S /E;,�u�r ci\ ay THE CrTY RFPRES't,1'AT/IiG -Td.44 /k/LI.Ek FOR DAILY 14aA1,7*9f.vr61 Of7)1L, rr AT,yF KuMrDi?Y .4NI' 7EMPCRorvRc Qf ?1F �QC]MS tA1S'�r7� TnF FGf/lit/A/ra r i RcC8R0>+� 4 TOTAL Ol l6J(�cis81U6S tA/ Tke SLA(OS I{ UstAfr- THe (AC-C b k 34) i6lrAL SUNG !��"C. RnMtiPR- ihL'fxMrS 141erkeJkF7'RQ.. 5er 4r7AChfEO MAP FopL R=A1°&56 IOCA IOt45 LB'E OW iS LIAIP•3 1 t0,3Go:-, • . LC)CATInM rt ME H(AALI rl• cTK A2>7ySTBD TENftI&TURE t ACTUAL 1'FMP6Qn'NAF- i 013S 54D-;5 a tc5,9' 154e86 Z. 0-73-7 59 0/6 y5 5° '57,1 c 3 6138 La,39a 57.50 5 07 Z �r9,2Jo 1cCc•I° 581e Equipment/Asset Number(s): �. To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Techn'cian: f This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This in mation is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc C O TTO w ALTERNATE J2: ELOOR PLAN GENERAL NOTES• REPAIR AND REPOINT(E) DAMAGED g U 11,17!N�o BRICK AS RED'D. AT ENTIRE FACADE. 1.REFER BUILDING ELEVATIONS FOR LOCATIONS OF 1 NEW WINDOWS. A3°t 2. SEE SHEET A601 FOR WINDOW AND DOOR (E)f et'-2, 1. SCHEDULES. te'-e' LEGENDS (E) CRAWL SPACE NEW CONSTRUCTION II 1 E)3 2'-r �3 2�_q• � ACCESS PANEL (E) CONSTRUCTION TO REMAIN 3�'-e' E)!2'-e' C7 - - — — WOOD CLADDED ACCENT WALL ® I I I O RE �S D d FEC (E) 2' STUD WALL GWB AND BATT INSUL. 0/ (E) WALL FRAMING. \Y EXTEND WALL FRAMIN , INSUL AND GWB CONST. N VISITOR'S LOBBY ABOVE (E) CLG. LINE, TYP. THROUGHOUT BUILDING. SASH W/ INSULATED 2 F 101 SEE BUILDING SECTIONS FOR MORE INFORMATION, 1 ING IN 0 NG 0 — AjD C a ELEC. FLOOR B X,—�,TYP. 6. SEE0. • E°. 12•-D' I EQ. Alm 1 2 I 1 ® GEE) Y 101 ALTERNATE 02- j o REPAIR AND REPOINT(E) DAMAGED BRICK AS REO'D. AT ENTIRE FACADE. X-BRACE, SEE STRUCT. Q 1 SHEETS aioz d x ; WOOD CLADDED OVERFLOW DOWNSPOUT 2V-q• ACCENT WALL z-e NOZZLE ABOVE to-ta' new ^Io' q AM AND 704 uM «S 5'-0' RAIN LEADER DISCHARGE, 6 4 mu"�'' 3 CAP AT 5' FROM BLDG. TO — — — — — — — — s¢t— BE CONNECTED W/FUTURE — — _ —_— — — * ® PLAZA PROJECT. 3 — 5-4• 1. "' .` I — — — — - - — r — — — SMALL MEETING 11 .® I RA COVEM I 1 ® 4 I a C 0105N FD LRAINEADER ti ROOM AIo� I. 107 I 4 '° f-r o m 6 RECESSED MTD. °Aga EMERGENCY s INS() OPENINGS UL SASH ZING PHONE I 1'-� 1'-e Ep• E°. EQ. E0. to. E°. 1'-e' b Q 1 _ _ — SIM. JANITO PIP HAS _ 106 FURNACE A704 0IT I 1n ® WL GED ID >7 r—i M C NICAL >e CLAL �'-o' s'-o' Y-o' 1 5_0. J 103 Et ,� . s® " ACCI IT WALL 7 7 A A: \i, r z l C MEN D 104 Will ID \ 1 IRRIGATION CONTROL ^w uir D REPORT NO: 137848 --=Kr'aZan ociates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING ' CONSTRUCTION TESTING AND INSPECTION GATE: 2 AU9(.sr`oto CONTRACTOR: Ftsc riz cif.+�AAr c�� r�u ;�e�y 'ROJECT#: 106-QUIZ JURISDICTION: c it Y o►= Pog-r rc,-.„+,,Kr-, n PROJECT. Corrow BuiLoio& PERMIT#: zLnolr-i-+e _OCATION: (von W41E2 SrRE&T INSPECTOR: WA,4Dy NA,tnie,-r XRAZAN PROJECT MANAGER: J M» WEATHER: 0de-xca5:rlF01. TEMP: ,3° i7.US,7CASRlE UtSTEbA7CIT REP2€sf"74Th/r f6mL4(ALi.t-A FoR MokiiTOQiA/& 0E -TWG PELAT/VtrHVMIDiry A,VR 7'Sr'"87R4iy?6' 0E THE R00AC3 iA/ THE 3uIlDtNlo i �2cCrsPpet RagoiNC. F2o/a 9Aci1 OP Tli� SiK TcOOM,S US,NG TH6- UP-1 ITH30 AIG�W P sy e. -'rNeP-µt, i#YGRoNcrit: 9CC ATTACHED IAA �'otZ T:CAtbj&)(;, LOCA i inlr,) % vy nRt= 7111S DM-1e S °aGAZ1N65 -- �OC,Tlall ' Tl he FIUMIa+7K' A'l Su Ta�TeMf`ae1Tt+Q=' A4 u AL PpRA7u Ct , - s d�12 43.5�l°ta 2 0,113 45,b`% 0 01(6 Sea 4% - 5 011 '7 52 2°//t Equipment/Asset Number(s): To the best offmy knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. �Superintendent/Representative: Technician: / This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informa' n is subject to review prior to final submittal.By'signi ng this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 ONLY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 C G TTO W ALTERNATEJ2: ELOOR PLAN QFNFRAI NOTES• REPAIR AND REPOINT(E) DAMAGED BRICK AS REO'D, AT ENTIRE FACADE. 1.REFER BUILDING ELEVATIONS FOR LOCATIONS OF Aao+ NEW WINDOWS. 2. SEE SHEET A601 FOR WINDOW AND DOOR (E)i et'-2' SCHEDULES. LEGENDS ® A 04 ® (E) CRAWL SPACE O NEW CONSTRUCTION (j *s-V E)3 7'-7 3 q•_e• 1 ACCESS PANEL E)t O (E) CONSTRUCTION TO REMAIN 7'-e' - _ — WOOD CLADDED ACCENT WALL I Q — O RE EIS D ' I Mm. ® d (E) 2'.STUD'WALL GWB AND BATT INSUL.I 0/ (E) WALL FRAMING. FEC 0 EXTEND WALL FRAMIN , INSUL AND GWB CONST. —r— N VISITOR'S LOBBY ABOVE(E) CLG. LINE, TYP. THROUGHOUT BUILDING. 2 101 SEE BUILDING SECTION FOR MORE INFORMATION, SASH W/ INSULATED = IN IN Op"] 0 A + C Q--ELEC. FLOOR 8 X,--,� TYP. U. SEE C. EQ. I tr—r D 17-c I N� E0. l 2 ® +o+A 4 701 tR„ ALIEENATE Y I REPAIR AND EPOINT(E) DAMAGED BRICK AS REO'D. AT ENTIRE FACADE. I X-BRACE, - SEE STRUCT. O + SHEETS e a�0z 1 e ® WOOD CLADDED OVERFLOW DOWNSPOUT nzoz I s'-o' yg_y ACCENT WALL to'-to' 7•_e. NOZZLE ABOVE e 5 t A�w A70� 4 mo A70a Ou� RAIN LEADER DISCHARGE, 6 4 au" 3 CAP AT 5' FROM BLDG. TO — — sEE to/Atw BE CONNECTED W/FUTURE PLAZA PROJECT, SMALL MEETING ++ J +� ® I RESTROOM I ® I OMEN I RAIN 6 R ALCOVE I A/ C 105 b LEADER 02M A704 . I. 107 t'-T ti 6 O + 5 ti e ID0 0 0 0 `a INSUL SASH do GLAZING EMERGENCY RECESSED MTD. A70� IN (E) OPENINGS ' PHONE _ I t'-° ,'-e Eo. Eo. En. Ea Ea EQ. I'-I' b_ a� w 1 JANITO IP -- 1 _ SIM. 3 _ d 106 I 0 FURNACE A704 ® WL I 10' ^ '_ ID tT r-� M C N1 AL ' b CLAL /��J\ T-o' T-o' a'-o. t^ e'-o• J 103 ■ e • s® * ACC( IT I i6 WALL \ 7 TA::) \Tire tt C MEN •1 _ - >C -- ___ _. _. �_ \ \ 1 IRRIGATION CONTROL Krazan & Associates, Inc. 1230 FINN HILL RD. POULSBO W 70, (360) 598 2126 Project No. 106-09217 Cyl. Code P17926 Pour Date 5/24/2U 10 Report No. 49056 Weather CLEAR Jurisdiction CITY OF PT. TOWNSEND Permit No. 09-140 Project COTTON BLDG Engineer Location PT TOWNSEND Architect Client FISCHER Contractor FISCHER Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem.lbs. 510 Mix Air Unit F.Ash lbs. - Slump Temp. Temp. Wt. C.agg.lbs.1 1950 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - 8:15 386 15828 3.2 3 60 44 - C.agg.lbs.3 - Sand lbs. 1289 Water lbs. 15.7gal Placement Area Air Ent.(oz) 3.Ooz Location PIER PADS, CRAWL SPACE, 6 EA. Other(oz) POLY 32 Other(oz) Other(oz) Other(oz) Water Added on Job (gals.) Field Test Methods Remarks PLACED BY BUCKET SAMPLED AT 1 OF 1 yds PLACED X ASTM C143 ASTM C138 W/C .26 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/25/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17926 5/31/2010 7 4X8 12.56 42080 3,350 AC 3 X ASTM C39 P17926 6/21/2010 28 4X8 12.56 47535 3,780 JS 4 ASTM C109 P17926 6/21/2010 28 4X8 12.56 49915 3,970 JS 3 ASTM C617 P17926 6/21/2010 28 4X8 12.56 46985 3,740 JS 4 X ASTM C1231 P17926 ASTM C780 P17926 Other P17926 P17926 Test Results Remarks X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: ` 1. Cone 2. Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/-8% Itevwon 7 I Ifeclwe We 1MOW I he iolormahpn provided on INS repbr IS prepared 10,the e,clps—rise of the cheol. I NS report may not be reproduced in any lorn,at--how the written per m,sson of the client and Nrazon 8 Assoc,ales i & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 29, 2010 ® Project No.: 106-09217 Mr.Tom Miller Y City of Port Townsend 250 Madison Street Port Townsend,WA 98368 - RE: Partial Completion Letter Regarding Special Testing&Inspection Permit No.: BLD 09-140 Cotton Building Seismic Repairs Project/Location Dear Mr.Miller: In accordance with our client's request and authorization, we have performed special testing and inspection services for the above referenced project.The special inspections for this project were: Special Inspection Required Performed Structural Steel: Welding Bolting Reinforced Concrete Expansion/Epoxy Anchor Bolts Fabrication Shop Inspections: Outstanding Fabrication shop items as of 6-24-10 repaired in the field and now meet specifications. Outstanding Inspections: Field welding of the bottom drag strut connections,field welded repair of the top left drag strut connection, structural bolting of both top drag strut connections, and bottom left drag strut connection(epoxy anchor bolts and lag screwed wood connection). These inspections are required per sheet S1.1,general structural notes 9, and 10 are required by sections 1704 and 1707 of the IBC. To the best of our knowledge, all work (with the exception of items listed above) and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications. With Offices Serving The Western United States 20714 State Hwy. 305 N E Ste. 3C•Poulsbo, Washington 98370•(360)598-2126•Fax: (360)598-2127 Page 1 of 1 Paul Nettleton From: Paul Nettleton Sent: Tuesday, June 29, 2010 4:53 PM To: dan.fgci@fischergeneral.com; gcoons@swensonsayfaget.com;tmiller@cityofpt.us; ykunugi@araijackson.com; zkanyer@swensonsayfaget.com Cc: Paul Nettleton;Jeff Bowers; Michelle Duvall Subject: Partial Completion Letter as to Cotton Building Special Inspection &Testing Attachments: PARTIAL LETTER COTTON BLDG.pdf Good afternoon everyone, Attached you will locate the Partial completion letter for the Cotton Building project. Feel free to contact us with any comments. Have a great night. Paul Nettleton Project Manager, Peninsula Division Krazan &Associates, Inc. 1230 Finn Hill Rd NW, Suite A Poulsbo, Wa 98370 360-598-2126 Office 360-598-2127 Fax 360-340-6204 Mobile - 6/29/2010 - --_ _� & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22,2010 Project No.: 106-09217 Mr.Tom Miller _ City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Final Letter Regarding Special Testing &Inspection Permit No.:BLD 09-140 Cotton Building Seismic Repairs Project/Location Dear Mr.Miller: In accordance with our client's request and authorization, we have performed special testing and inspection _ services for the above referenced project.The special inspections for this project were: - Special Inspection Required Performed Structural Steel: Welding Bolting Reinforced Concrete Expansion/Epoxy Anchor Bolts Fabrication Shop Inspections: Outstanding Fabrication shop items as of 6-24-10,repaired in the Field and now meets specifications. To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have been _ found to be in accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (360)598-2126. Respectfully submitted, KRAZAN & ASSOCIATES,INC. Jef re , .Bowers onstruction Services Manager Poulsbo Division JMB/md cc Dan Fischer—Fischer General Contracting Greg Coons—Swenson Say Faget Yuko Kinugi—Arai Jackson With Offices Serving The Western United States 20714 State Hwy. 305 N E Ste. 3C•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 afl<raZan -' D REPORT NO: & ociates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -)ATE: '� - �C�l� CONTRACTOR: : /Zljr-� > i� 'ROJECT#: 106�'>„�el--217 JURISDICTION: -" PROJECT: r tZ PERMIT#: r _OCATION: 602 41 � tS1` INSPECTOR: r(RAZAN PROJECT MANAGER: -72& WEATHER: TEMP: ' . r) ► I Lea 0 Y 1 1 Q �- s e V ` \mil ' r !- a an Zi � , / 3 - t r f zd2Gr✓ ;a�-A r2 vzo r 3 � l ) U Equipment/Asset Number(s): To the best of my knowledge,the abov WA /WAS NOT perform , rdance with the approved plans,specifications,and regulatory requirements. 'i Superintendent/Representative: / QC > \Tec cian: Phis report indicates our inspector's observation and testing results based on the si onditQi�'`ltMra�to s activities.This information is subject to review prior to final subm al.By sIgnnn g this report,our nspector does not accept responsibility for validity of the results.Some information on this ort may have qE provided by others on sit . The information provided on this report is prepared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of cl?r dJfJdzan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc KraZan - 7 REPORT NO: 's _V �6& ) ciates , Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ')ATE: �Q - z6 I 0 CONTRACTOR: 6 v 3ROJECT#: - q A j-7 JURISDICTION: PROJECT: >-� 49 PERMIT#: i _OCATION: 4 f�� ��� h>� �> INSPECTOR: i:RAZAN PROJECT MANAGER: WEATHER: �r TEMP: ep f> Ina, )/,:o-'el ' i' Z 9 JJ res Z A la, Equipment/Asset Number(s): 're jS To the best of my knowledge,the above AS WAS NOT performed�,n:accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: '' ec nici -his report indicates our inspector's observation and testing results based on the sitecon,0j o,�;aricr�Zntfa�S'activities.This info mation is subject to review prior to final submittal!By signi this report,our nspector does not accept responsibility for validity of the results.Some information on this report may Have been provided by others on ite. The information provided on this report is prepared fort a exclusive use of he client.This report may not be reproduced in any format without the written permission&,the..-client and.dfiazan&Assoc. Offices Serving4f Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc " EFFECTIVE:4/22/2009 7 ab, Cfl CL- CAL+,s nay,ty jJ alb - I t Ilk O i --. - -- 1 $t.Ac�� ' Vot.sa Slatr� eni Project Date SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Praf N4 SPOtle:2124 Third Avenuz.•Sull"00-Seattle•WA 98121 "gn O gn Tel: 206.443.6212 Fax: 206.443.4870 ' Tacorna:934 Broadway-Suite 100•Tacoma-WA 98042 Sheet Tel: 253.284.9470 Fax: 253,284.9471 � r l - 10 10 91011 Protect . Date SWENSON SAY FAGET. protNe ASTRUCTURAL ENGINEERING CORPORATION .:.Seal tl e:2124 Third Avenue•Suite 100-Seattle-WA 98121 eslgn Tel: 206-443.6212 Fax: 206.443.4870 Tacoma 934 Broadway,Suite 100•Tacoma•WA 98042 Sheet arai jackson ellison murakami LLP ARCHITECTURE I URBAN OESIGNi!NTERIOBS REQUEST FOR INFORMATION Date: 4/7/10 RFI No.: 37 Project: Port Townsend Visitor Plaza-Cotton Building Project No.: 2008147 Visitor Plaza Conversion Request Originator: Sam Ellingford ___...._........---__ ._..-..__...__ __.._........._ .___.._ Fischer General contracting.Inc. Item: X-Brace Frame Referenced Drawing(s): S2.3 Referenced Section(s): 10/S5.1,5/S5/2 Description:The angle above the window in the center section of the X-brace is lower than the brick it anchors to. See pictures. Please advise. Date Reply Required: 4/14/10 Schedule Critical? Yes ® No ❑ Cost Effect? Yes ❑ No ❑ Time Effect? Yes ® No ❑ Estimated Cost Increase: $n/a Estimated Time Increase: n/a calendar days Estimated Cost Decrease: $n/a Estimated Time Decrease: calendar days Subcontractor: N/A ----------- ........ __.—.................. -- Company Name Signature Date General Contractor: Fischer General Sam Ellingford 4/7/10 Contracting Inc. Title Signature Date Response: Use (6)3x3x5/16 x 6"long angles on top of the beam with one A.B. per angle section. Weld each angle to the top frame with 3/16"fillet weld x 2"-4"-2" (end-side-end). ® It is our opinion that this work is not extra to the contract and you are to proceed as directed. If you consider the direction given to be a change to the contract,written notification shall be provided to both the Owner and Architect within the number of days as required by the contract following receipt of this document. ❑ It is our opinion that this work is extra to the contract and request that you prepare and submit a detailed cost proposal in accordance with the contract specifications. Response By: ......yuko Kunugi ............. _ ......2010.04.09........ Arai Jackson Ellison Murakami,t1P Signature Date ApprovedBy: ......Tom Miller............................. .......................................................... ........... ............ City Project Manager Signature Date Page 1 of 1 Krazan & Associates, Inc. 1230 FINN HILL RD. POULSBO W -1, (360) 598 2126 Project No. 106-09217 Cyl. _.,de P17798 Pour Date 5110/20 , Report No. .35349. Weather O'CAST Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD-09-140 Project COTTON BLDG Engineer Location WATER ST. PORT TOWNSEND Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Other Design Actual Concrete X Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem.lbs. - 350 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. Wt. C.agg.lbs.1 C220 1871 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 10:15 387 15419 - 4.5 57 48 - C.agg.lbs.3 - - Sand lbs. C200 1285 Water lbs. - 11 gals Placement Area Air Ent.(oz) - - Location WINDOW SILL FOOTINGS. other(oz) A340 32 oz NORTH WALL A-C: A70 1 DETAIL #10 other(oz) A350 3 oz SOUTH WALL B LINE: S4.1 DETAIL #12 other(oz) - - REINFORCEMENT CONFORMS other(oz) - - Water Added on Job (gals.) 0 Field Test Methods Remarks PLACED BY WHEEL BORROW; CONSOLIDATED BY X ASTM C143 ASTM C138 HAND TOOLS. X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector LOWELL DAVIS Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/11/2010 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17798 5/17/2010 7 4X8 12.56 62520 4,990 AC 2 X ASTM C39 P17798 6/7/2010 28 4X8 12.56 80785 6,430 AC 3 ASTM C109 P17798 6/7/2010 28 4X8 12.56 77355 6,160 AC 3 ASTM C617 P17798 6/7/2010 28 4X8 12.56 76395 6,080 AC 3 X ASTM C1231 ASTM C780 P17798 Other P17798 P17798 Test Results P17798 X Conforming Remarks FR 119588 Results Reviewed By W Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/-8% r-orm 03101 12ewsion 2 I'Ilecbve Uale lml2l02 permission of the client and Kra Zan 8 Associates I he mlormabon provided on This report is prepared for the e,cl,S,ve use of the client. I his report may not be reproduced in any formal wilhpul the wnflen Krazan & Associates, Inc. 1230 FINN HILL RD. POULSBO VI' -0, (360) 598 2126 F?roject`No. 106-09217 Cyl. Code P17926 Pour Date 5/24/2u .i Report No. 49056 weather CLEAR Jurisdiction CITY OF PT. TOWNSEND Permit No. 09-140 Project COTTON BLDG Engineer Location PT TOWNSEND Architect client FISCHER Contractor FISCHER Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem. lbs. 510 Mix Air Unit F.Ash lbs. - Slump Temp. Temp. Wt. C.agg.lbs.1 1950 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - 8.15 386 15828 3.2 3 60 44 C.agg.tbs.3 - Sand lbs. 1 289 Water tbs. 15.7gal Placement Area Air Ent.(oz) 3.Ooz Location PIER PADS, CRAWL SPACE, 6 EA. Other(oz) POLY 32 Other(oz) Other(oz) Other(oz) Water Added on Job (gals.) Field Test Methods Remarks PLACED BY BUCKET SAMPLED AT 1 OF 1 yds PLACED X ASTM C143 ASTM C138 W/C .26 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/25/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17926 5/31/2010 7 4X8 12.56 42080 3,350 AC 3 X ASTM C39 P17926 6/21/2010 28 4X8 ASTM C109 P17926 6/21/2010 28 4X8 ASTM C617 P17926 6/21/2010 28 4X8 X ASTM C1231 P17926 ASTM C780 P17926 Other P17926 P17926 Test Results Remarks Conforming Results Reviewed Byk, Date Reviewed ,-?-i Non-Conforming f' Codes for Break Types: ;l 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +l-8% I'o,m u3101 ltevison I:flective Uale 12102102 I he information provided on this report is prepared for the e,clusive use of the client. I'his report may not be reproduced m any formal,imoul the wnneh permissionol the Uent and Krazan 8 A550ciale5. ll��Z & =1r' '� REPORT NO: =w � _'�� ciates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ,�4 _ /0 C� CONTRACTOR: ROJECT#: /457�5 - �p ` f JURISDICTION: 'ROJECT: �07-7Z)°J )G PERMIT#: ' �- A4n OCATION: 6�� INSPECTOR: RAZAN PROJECT MANAGER: �� WEATHER: C!'e:�//U TEMP: `5'/�1 i.ti' _�` �P��ai�� �R��Utz /f✓ �'����1xJ. Equipment/Asset Number(s): � �� � Fo the best o y knowledge,the abov AS AS NO performed in a ordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr entative: Technician:/J T 'h;s report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final sub#. yigning this report,our )ectordoes not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report isor the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 =j�.aZa1 ociates Inc r) REPORT NO: 20 ' & :, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 'ATE: �� ` �C CONTRACTOR: ROJECT#: A& JURISDICTION: If-7— PROJECT:I�/ 7-z^ �i� PERMIT#: OCATION: !'� INSPECTOR: s�i,-Z- < -RAZAN PROJECT MANAGER: T WEATHER: TEMP: gS,r"e �••f' ;7 1,1eg - 7 '2, ©(e5 j�r� d l rAPD �.c= iu o_S'_s Equipment/Asset Number(s): To the best of my knowledge,the abo WAS WAS NOT performed in accordance with the approve puns,specifications,and regulatory requirements. Superintendent/Representative: Technician: ,l 1 rhis report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final subryfttal.By signing this report,our nspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report i��repared for the exclusive use of he client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc A501'(XaZan & Assuciates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION _ ATE: r0 CONTRACTOR: -ROJECT#: e!faK—69 2/ -7 JURISDICTION: DROJECT: l' Ta�? ��, PERMIT#: )CATION: 4P 77 INSPECTOR: CRAZAN PROJECT MANAGER: V222v WEATHER: ©6- TEMP: l0 f�TU �L 9,64c e4 A'T' 'Tb - 401 7-0 %Al.4 D/9 •cJA l 7iL,d ��G-1�i�G f��2<.��S �w.�Y /�CI•�.0 ��/� 7'!-�� /�iyG6>4�ie S o U� � - B JSD�.T UJ' F3e20e 16 _ /y1R/n�T�/��-� 'T'h`�e� Th�•2r�ct G N ��i°�.¢r�D �''•�K�t_��::_ _ D a a c.e 7 Equipment/Asset Number(s): To the best of my knowledge,the above 'A,�S7 WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative: Technician: This report indicates our inspector's observation and.lesting results based an the site condition and contractor's activities.This information is subject to review prior to ' al submittal,ey signing this report.our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of e client.This report may not be reproduced in any format without the written permission of the client and Krezan&AssocS, iy_:: Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 20D9.doc EFFECTIVE:4/2 212 0 0 9 azaiZ & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 19,2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, - which are enclosed: February 16 Field Report No. 117904 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, 00 Penn Seely,Laboratory Manager = Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 FI`_► PORT NO: �h' 7 9 io 4 , j(XaZan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING _— CONSTRUCTION TESTING AND INSPECTION )ATE: Z - /a -!o CONTRACTOR: �Scf�2 PROJECT#: !oe, - 0g2c7 JURISDICTION: Cr�f �� � ��J.y��vt/D 4ROJECT: &,,—,vw t3coG PERMIT#: °9 rho .00ATION: �P"'�-C INSPECTOR: ��� KRAZAN PROJECT MANAGER: WEATHER: aL swo-VIWICS TEMP: �i�l'A.r/ /.✓5�6�c crZ Crr✓ �mac% �o-.'� EPox`! �/��z l�tf�i]tti0i�y7t/. �/� - Suuttl /l�D GJvsS�Da/4GL'S. /H'S?E�e vs7 Uri Scy tZIJF1 C ur✓177�¢c.'ZrrnZ D?1 LG $ / /tea s'S /i✓i v rZco FRLe.K eA)Aft t3c�� �3RuseJ Rc CG6,¢n/ Noun . /rt�r" o� T /36 /3 ma's OG EAat1 r/ocN. f s�,zrJ� C�,✓reAc�or� -rle~ Sclza�.Al �¢yt!l� r c.C,cA !i Et /C�! f�Y'-2 G C?+�3C,?� /Q/✓4 Sc r ��5/ e, Drd _ cc 7f/.�i4c x tf ` Gw.�eA. �v.t'✓ R�cooJ �z f�s� aa�r�>'!lor�� GJArrc ' $vuFN t/oih'S /! � �/" •' 8° l y/- % ,tloc� �: I J �JGsi Z Fromm / S r K 7- 4&W11 r?oY /hNu /},velS�oRs 1l�STAtt�i �c�-�2 /I/t/u�i4tr�u2�5 �cocw4En/Gr4.�o�/`� f/ot.G`5 p�Z1C.G.v`� Wr[!� oGGi R6i6 /'//trilr?crz .�ivU u5i�4 �Yl/ysvrti�zy - arm. Equipment/Asset Number(s): To the best of my knowledge,the abov9 /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technici This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is sublect to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc 4--WKrazan & ASSOCIATES , INC . - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 10,2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller - 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection - Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: February 19 Field Report No. 117905 February 22 Field Report No. 117892 = March 1 Field Report No. 117302 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. _ If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370 0(360)598-2126•Fax: (360)598-2127 FIE._- ORT NO: =I<raZa1 & Assu Jates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING AND INSPECTION - NTE: CONTRACTOR: ROJECT#: J - u9 Z t JURISDICTION: -",-w HF 'ROJECT: �_��`' PERMIT#: 64,f )CATION: �! - ��✓s�,✓o INSPECTOR: /✓� � �'c �`�6 WEATHER:- ` (RAZAN PROJECT MANAGER: � WE CG�rwL TEMP: .. iZ�?Z1Jn� /3N/'S?cTLear�2 �a� �iu� 5� C?3Sc�"iZc3� �'crrrr•�i9crQ�Z TD�Z+Lc- ���� _ Y3G6G /r pffcTrn7 Cri?Sas C.1c�� C=f,,✓.72r1Cfc�'Z Azr e-L $ //,GC 15 /� �b `/Z'36 a27GC. �yyr/i-ZAGic�77 /3Gorw� tZ+2uSh� 13GuuJn� /�ciGc�'S tnC.crA/+� //trS"rtsG+e s3 �3ziFic�.3 rs�rcrsr /96cE 72 /4-1 ent/flzifGroR P��%3 (�.rzrs y�?Css// /ir✓r; zv-w ! /6c f TV fnr '-4062 IFY WK Zo C5-po)"Y �'st �f�c'nr 3�io �� //t4 %'/ /4yG '/{/ZED. Sc=Gs Gvr v fcHZ l�crr� rr•+/S Scu!_✓ rit�iPGG � Equipment/Asset Number(s): To the best of my knowledge,the abov AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This inform 'n is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on s te. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc -K,,, FIL-L _PORT NO: '� 8 9.2 'azari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION ,ATE: -29 to CONTRACTOR: NROJECT#: j6- 69ZI-7 JURISDICTION: ^ROJECTfo,—"'!"Il &44 ee PERMIT#: OCATION: /'�iv�EYLJ/ INSPECTOR: KRAZAN PROJECT MANAGER: .� WEATHER: G�Ci4� TEMP: .S3 f'ie,'/'l"GAIt� // Torte. dyt/ S its �osz 7ac,c. � t� GcTlT�� - f3c.dG - r,Jivc. -Z Scr"tt✓ u r c ~iJ Z ,36u- / iQGAi�c�+r1 j�czes�/oc�Sc.y - ,102A44,sl Pucc�� �3a[i's SQro,os. ) /-lGH44r,rV elzOEE cRGP+� ��t i�9rs r' iZc3lsld�t�12c'7t/t5' r'av�. 7�CA>i� �"�G st' ��/d4s.�Pt. ins I✓t5?Ecx �o�c �5 /��9�ciise�c�nn GZGGP 7 /:;.F XG " 0;,r- [r�'S �a c3 /3c3Guu� F� /Z.c�SclG"t� h7rr' //o[.D Saenvs, ferr2 S�1//y - 5. cr -11�Z N. X92 N GZSGP 44+0 S l�uG7S 7��.+[.GED G{5r/t/G f�Or��� it-=�is4 f�Y�'IZact<- ^ZI$nJ 1 c/.9e.C. Equipment/Asset Number(s): To the best of my knowledge,the abovt:20 WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of r client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 --�I< aZ & Associates, Inc. FIL- 'ORT NO: , 6EOTE11NICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION - ATE: V"I � ?" CONTRACTOR: / �- 3ROJECT#: 1 D�—('Z 1 2 1 JURISDICTION: O -ROJECT: 0 Sti m lc V- A PERMIT M Lp )CATION: Pp ei dj Neg-pl� INSPECTOR: � � <RAZAN PROJECT MANAGER: WEATHER: (66e> TEMP: �Me 06 . c8>J - -0 1400 �NGt•I�2S (�-I- L.�,n��- ry 2 P.D �D(�� �=�r>,t�N(r6, (I,o r� ALfd� U CZ. . 0 /7 AAA hyt A 0 2 ! I r try w� �+of��2fa —o(Owe i) �NG+NF-u� 5 �,u i`62cA10� Oaf 5 Z 3 AIJ Z b BIND WDk o N u� Pee u rc oars '0 5 r 1 Ofikkk, 5 >9 b �N 7 �t (� 1;7og- Der,� - r Vlt rr k t W-r?- d v ra r✓ C �S�LI I h1 O `Z o t l I&J - � IN o o - L 4 � S r9t-E t I � f� �t���� i.Ut� � 2 Ir �►`�" r N`�c� V I I Lt —ll IEquipment/Asset Number(s): To the best of my knowledge,the aboCWAS WAS NOT performed in accordance with theapp oved plans,s ecifications,and regulatory requirements. Superintendent/Reative: Technic'a ?,, This report indicates our inspector's observation and testing results based on the sitezondition and contractor's activities.Th4 information is subj ct to review prior to final submittal.By signing this report,our °nspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of ie client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Pdulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc �j�aZa1Z FI�_� _PORT N0: �� - " & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING _— CONSTRUCTION TESTING AND INSPECTION )ATE: — I� O — I b CONTRACTOR: PROJECT#: C`Z JURISDICTION: 'ROJECT: oiL a PERMIT#: l(J O - ILA d OCATION:�o� L o to is;A INSPECTOR:_�� l Av KRAZAN PROJECT MANAGER: ,1 WEATHER: O i��-� TEMP: c�S ` Q Sim .2 'Z veS� Or S' o-cl� S 2� t� Q 0x r % % \ rJS bz)c 1TI) 7� 3l'�'C 13'' �- a aQ-3i�'w QS 12e'\,aEZt: 4f rTeek m� S'o.w"e. -(?�DO�C�/ 2 c V r.�\�►V�S- a-lS a 10,0�12 1-�a��S ��r>Z v` is %ir. 'l 0>0e Sce eel L,13- 1 �e o oX-, . IEquipment/Asset Number(s): To the best of my knowledge,the ab a WAS/ AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tec ician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. is information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc K'aza1Z & Associates, Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ATE: 3 - �7-- t O CONTRACTOR: ' i S C-I,�Rr DROJECT#: JURISDICTION: -ROJECT: �J 1 PERMIT#: % I D�� 0 J �y DCATION: ��� � INSPECTOR: TEMP: - <RAZAN PROJECT MANAGER: WEATHER: 1 aw`� �-� O es� S c 1 r,4S -e-CC c Hi �: l or IEquipment/Asset Number(s): To the best of my knowledge,the ab a WAS AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectofs observation and testing resufts based on the site condition and contractor's actfvi .Thi formation is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by oche on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4W2009 DAILY FIELD REPORT 2009.doc = KOrzg raZan & ASSOCIATES , INC . - GEOTECHNICAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 19,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: February 17,2010 Field Report No. 117891 March 30,2010 Field Report No. 119422 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS:and Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A a Poulsbo,Washington 98370 a(360)598-2126 o Fax:(360)598-2127 FI,.-,L PORT NO: a,17 8 9 1 Ud5KXaZM & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING ANO INSPECTION )ATE: z" CONTRACTOR: "sc#/6Zi�G � PROJECT#' /aG— JURISDICTION: C��-y `x T TcacJ.c/f'ey/t/A DROJECT: C.*TroW ,34o&- PERMIT#: r3e-1) �• /� `-�H� INSPECTOR: r9. OCATION: KRAZAN PROJECT MANAGER: [7-1013 WEATHER: TEMP: `l8� ,Gf,�vzePa�' yirS�G�c� �' o� Fv� La�6ryrZ �3act �rrcx. Te�'s«n/G � _ G'��rv,c� r3[.�G T�ifc- o� S %y � i4GL T�izc�/pa i3oer5 JcTs� z mesa' &2,4- Z S'oura u,55lu Asf/D l /��W 101 u- _ � � u%.o r�r�o ,r/Yo,¢cxtcr �'.pyi� So�T iAl�'4 ✓•� la Pvcc- r3mcc-s ScYx��s� �¢il/d co fvz 5 O,ri�r/�vt�-S', /�hr" ri�Z �Sn�j s�l �17��C-rTl aslP L !�/O/Csvz tv� lrlyl,/GCy T 11��-s���� �ar AVIA6 Pact. Fa.c1,�G1+y'7I!<<5 ?e-4,VS ?G S'/ 6 5Wa2/7 e- 1V07vV5;' 5km- 75cGE&I-2 64-nz Xcy-sc is . /rlc�zs rd r,�i�rt. l r3v�i S�•r�' 1.J.9ct- fiat- �I �.9s� /3or� �`'Z ttk�r TjoGz- :'It! fCJtN 13oCt 2 /trD�ird �oex� si rJ+dr►r'4 �!s'd y`!'�' G'.Zc��'� siyf-3 �013cvt/t� G�c�S� GI.�LL �i'tX.l'�`/ - Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the.approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities.This information is subjec to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of 1e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States 5-3574 Poulsbo 360 598-2126 Puyallup 253)939-2500' � Bothell (425)485 5519 Gresham (503)66 ( ) Y P( DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22J2009 ���;� =�aza1 & Associates, Inc. FIE_ 'ORT N0: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION 4TE: 0 CONTRACTOR: � JIITI% 'ROJECT#: '" 2 JURISDICTION: d2fi DUB ALFfAl 'ROJECT: C,d o� hi Z(f, PERMIT#: L )CATION: vD+�-1" �0��� (�_� INSPECTOR: ;RAZAN PROJECT MANAGER: �Wl WEATHER: O�L�s I TEMP: L/D r2 Z�iJ (��.,� 51 mot- vtr�sfi 0 oV,u NJ 40 1 L 5 1/9 NO ffor— C, t s-�� ��-���(ba� 1��2��t�1 �- v�S r n7G v� f�/ "�'�-s ►--�tldws:� N�i7 l �5 GAS lti F0 4c � 7j 'eig2LI tLJ 00010 l'-r"W-t f1D ( . 1M Equipment/Asset Number(s): To the best of my knowledge,the above WAS NOT performed in accordance with the approved plans,Spf cifications,and regulatory requirements. Superintendent/Representative: Tech 1 1. This report indicates our inspector's observation and testing results based on the site condition and contractor's activiti .This Information is subj ct to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The info aeon provided on this report is prepared for the exclusive use of i client This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 EFFECTIVE:4/2212009 DAILY FIELD REPORT2009.doc Krazan&Associates, Inc. 1230 FINN HILL RD. POULSBO WA 9--/, 0)598 2126 Cyl.Code P17508 Pour Date 3/12/2010 Report No. 47280 Project No. 106-09217 = Weather RAIN Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD 09-140 Project COTTON BLDG Engineer Location PORT TOWNSEND I Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Design Actual Concrete X Other Weights Weights - M3055 Supplier FRED HILL Plant No. 5 Site Mix Mix No. _ 517 Cem.lbs. Mix Air Unit F.Ash lbs. - " Slump Temp. Temp. Wt. C.agg.lbs.1 - 1908 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 - 9:39 73 13861 5.5 4.75 60 40 - C.agg.lbs.3 - Sand lbs. - 1339 Water lbs. - 22 gals Air Ent.(oz) - 5.6 oz Placement Area - 30 oz Location FOOTINGS AT C/D, 2/A, A/C, 2/F, 3/A, 3/F AND 3/E Other(oz) Other(oz) - Other(oz) - - Other(oz) - Water Added on Job(gals.) 5 Field Test Methods X ASTM C143 ASTM C138 W/C .41 Remarks PLACED BY BOOM PUMP. X ASTM C1064 ASTMC173 38 X ASTM C31 Other Inspector JOE BAUDUIN - Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 3113/2010 Laboratory Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17508 3/19/2010 7 4x8 12.56 39740 3,160 JS 5 X ASTM C39 P17508 3/19/2010 7 4X8 12.56 37270 2,970 JS 5 ASTM C109 P17508 4/9/2010 28 4X8 12.56 49970 3,980 ZL 5 ASTM C617 P17508 4/9/2010 28 4X8 12.56 49960 3,980 ZL 5 X ASTM C1231 P17508 4/9/2010 28 4X8 12.56 46820 3,730 ZL 5 ASTM C780 Other P17508 P17508 Test Results P17508 X Conforming Remarks FR 119768 Date Reviewed Non-Conforming Results Reviewed By pry Codes for Break Types: 1: Cone 2: Cone &Split 3: Cone&Shear 4:Shear 5: Columnar(Split) Measurement Uncertainties: ASTM 0-39+/-8% Form 03101 Revision 2 Eff ctive Date iW2102 The information provided on Nis report is prepared for the exclusive use of the client.This report may not be reproduced in any format Without the vmtten permission of the dent and Krazan&A—dir es. "K'aZM & Associates , Inc. FIELUncPORTNO: 100994 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION kTE: T - 771--)0/(f) CONTRACTOR:10 M`4 / 'ROJECT#: 7 JURISDICTION: 20JECT: PERMIT#: jCATION: 07 ,!%- INSPECTOR: z - :RAZAN PROJECT MANAGER: WEATHER: . TEMP: Al0, _ �i ' Equipment/Asset Number(s): o the best of my knowledge,the oboveegM NOT�r,,. ed in accMnc.�Wi app v d plans,specifications,an>regc�t ecluirements. � 1 iperintendent/Representative: Tec icion: L, KArHRYN 140614, C{W/ Serving the Western.Un ed States 'his field report indicates our inspecto's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. __ Revisioo 2 1502 Field Report.doc Effective Date:11/15/07 NDE MOCraZan & Associates , In.c . REPORT NO.: 2699 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ,1ATE: � 020/� CONTRACTOR: �o"LCLZ1 PROJECT#: � � 0 1 PERMIT 'ROJECT INSPECTOR: LOCATION: MISC: "RAZAN PROJECT MANAGER: WEATHER: MP: Ln STRUCTURAL STEEL ry FIELD/SHGP-WELDING ❑ V.T. ❑MATERIAL ID EX U.T. ❑ M.T. ❑ P.T. ULTRASONIC EXAMINATION REPORT Specification no. -AVS D 1.1-9 /NDE-UT-1 Material Alloy Weld Joint Standard no. AWS D 1.1-96 Table 6 Material Thickness Weld Process Calibration Standard IIW type 1 or DSC Ref. Dwg/detail ns=near side.fs=far side.Tf=to flange.Bf=bottom flan e.Wb=Web.N.S.E.W.=corn ass directions,t=to .bottom.T&Bf=to and bottom flan e DATA DESCRIBED IN SID1.11 DISCONTINUITY INFO W SC Z R Z W FQ Q O Q U W Z O Zd W cn W U J Q W W W O W lQL C7 Q- � � d O Z > W Q Z Z O W _ Q N ¢ O 2 cc O LLO W W J Z Q ¢ O LL LL U . 0 F F O O W W W W 0 = LL Z Z d U W fn LL LL LL Z !- 2 Q Q W 9 L) W o a a ¢ < o Z w °i Ii, w PC.MKJ Grid Line o a ¢ a d rri ci o o c o a S - T I Ultrasonic T t(UT)Equipment • • ' • •' HOURS Make: N 7QTY Conformin Welds DESCPT IN OUT ST OT MIL Transducer.size r SN Nonconforming Welds Couplant Examined Welds ASTM Test etho -. A587 Frequency: MHz To the best of my knowledge,the abov WAS NOT performed in accordance with the approved plans,specificatio d gulatory requirements. A 3uperintendenURepresentative: Technician: E 215 West Dakota Avenue,Clovis,Ca 93612 (559)348-2200 226 A Sherma Ste. Corona,CA 92880 1188 4237 Foster Ave.,Bakersfield,CA 93308 (661)633-2200 1501 15th Str et NW,#106,Auburn,WA 98002WF 9-2500 1025 Lone Palm Ave.Ste.2E,Modesto,CA 95351 • (209)572-2200 20714 State Route 305 N.E.,Ste.3C,Poulsbo,WA (360)598-2126 545 Parrott St.,San Jose,CA 95112 • (408)271-2200 13434 N.E.177th Place,Woodinville,WA 98072 • (425)485-5519 123 Commerce Circle,Sacramento,CA 95815 • (916)564-2200 17913 N.E. 103rd Avenue,Vancouver,WA 98662 • (360)254-3200 _ _ � FIE` 'ORT N0: ��9= �aZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION kTE: O 4y Z/7, CONTRACTOR:r, cYY--- t-2 Al l ,ROJECT#: JURISDICTION: c z z-eo 0G ,:;wT - ZOJECT: C o /'J-&iv 6-k.1'42,N9L PERMIT#: 131 p e--)q'-/6'n - )CATION: INSPECTOR: 4 ;RAZAN PROJECT MANAGER: WEATHER: TEMP: So 5' ti� Z N o ioEC T'6!2 n N 6/7'—,c:' to,t2 6 Dec% < Z-E 4, '4 T �,902,9. T tv A 5 o F /77/� C.�L✓i¢4 / G iN - !/ an Tr'���t ,Ala4a..v6r .�—a�do�ivo T/���€.vri,Q� P ,12�¢Pgf t✓AtL r �aA ��if��.Qx/n ALL �jpL•i�ES �X/rJ ,E/rb.5� L C ¢aS�-1;--/ f-1_,� a�.ff i L i lV .A S �.QALJ l�/ A��/ �i.� �� /en n11� . i7E cai-l3tiil�/A/rrr 4ZA r�x N.4•. " ��L`17.4-F Aa/,�y,J �� G Siy toAoC&I A/ �%7nyn4 At-i It /O'e5s2 A?•7- D 4TEn Y-:Z/in 3ool f— rc �C7X� ps i� A•N I Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Repr ntative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of he client This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc ��E1�= FIE—, ' z 8 �-� �KrazaZ & Associates, Inc. ORT N0: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION — — - ATE: Off/ d2� 1,-7,d/o CONTRACTOR: 'ROJECT#: JURISDICTION: 'ROJECT: Get 7T�.f/ t�.��G O��tl er PERMIT#: 5 Za0 O!�-/4-r 2 )CATION: INSPECTOR: ;RAZAN PROJECT MANAGER: `i WEATHER: Q/ i,. TEMP: 4f0 5 yy k1PA.Zf�/V TN S P�cTOQ TG �vR ox c, 'y efiox s,vsoocseo.v7, l �Slf��13 To i�t� �4 S /J/P�9�..v 6 N ZFA/r}/ T?/T Q A7 F,O T Ae Tip .4 �1� 4 .i?r w A L�/ a �,/i L Ti 6 e-_R_Ff/y 4 i F AZ Equipment/Asset Number(s): To the best of my knowledge,the abo WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: -� This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This information Is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of e client.This report may,not be reproduced in any format whhout the written permission of the client,and Krazan&Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 EFFECTIVE:4/2 212 0 0 9 DAILY FIELD REPORT 2009.doc UaKrazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, _ which are enclosed: April 30,2010 Field Report No. 119584 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS:and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 FIB-, PORT NO: • I<XaZan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING AND INSPECTION )ATE: © /{�{�O /a o/a CONTRACTOR: F rz�inc�6o0/y/�s�tia� PROJECT#: for QS' �'� JURISDICTION: ? 'ROJECT: PERMIT _ .f�,.�rlr Ti�r✓iv S�N.C� INSPECTOR:_; .00ATION: KRAZAN PROJECT MANAGER: WEATHER: F,O �T" TEMP: 6 D S T -94 214N 7-Al <plc —1!na o� [ �F,s- CNl7 Tf/� SoG�775' f'�/STiNes- s/17.9Se+��l�: tvALG. ¢ A Oe5[U 7A/�ieL t�S Le..$ S �7 y9 n i . ^'7'G � r✓I !A/'1'JOlc.J ©�O�iV//YG �7,,O,iOf?Oxr>r�.GtT �7//�� _ s6r7 w�Tlf •• r� /� emirs/�Cl�rirENT L �b o o ed c �X 5 T/Nam- I?ii?/CAE ft/✓4L z S %rj�oLE>.2 u «� CL c•"roc F7 4 /Ty ���+-�sOOp�S�I� �/IQ /� lac, �P7fJOXca /i4C C6, 47 i�y Equipment/Asset Number(s): To the best of my knowledge,the abo a AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: condition and contractor's is ew prior to final y signing this rt,our inspector does not accept responsibility observation or validity of he results.Some nformationsting results based on he sheon this report may have been provideld by others onvities.This ositeatiome information project to vided on this report s prepared for the exclusive use of the client.This report may not be reproducedin any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc Krazan & ASSOCIATES , INC . _ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09.140 Mr.Tom Miller - City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: May 5,2010 Field Report No. 132340 -. May 7,2010 Field Report No. 119587 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. _ If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, 1-ei z� Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370 a(360)598-2126•Fax:(360)598-2127 r �� FfL.G SORT N0: 132340 , , �'aZa1Z & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION = )ATE: —S—e�xDZ0 CONTRACTOR: PROJECT#. JURISDICTION: °ROJECT: PERMIT#: _OCATION: � INSPECTOR: KRAZAN PROJECT MANAGER:_ WEATHER: TEMP: 7 zz Lo Equipment/Asset Number(s): To the best of my knowledge,the above&at WAS NOT performed in accordance with the app oved plans,specific [ions,and regulatory requirements. Superintendent/Rep rive: NechiciThis report indicates our inspector's observation and testing results based on the site condition and contractThis info r ation rs subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Information an this report may have been provided by others on ite. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced In any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360) 598-2126 Puyallup(253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc FIE. :PORT NO: _ wKraZan & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING.AND INSPECTION - iATE: n r t o a 7 a 0/0 CONTRACTOR: PROJECT JURISDICTION:_�-_���a� /�on2 1'-Zn is/✓SGNA'J ^ROJECT: G c-,72'n PERMIT#: fn c- 7 OCATION: T EH i INSPECTOR: L ��/r e 0 KRAZAN PROJECT MANAGER: WEATHER: rn i.e5W4 TEMP: G/9 1r,0AI Au f0r-r-Tda 0Al 29 iTF AG L FjTd �A9a6e C QB Z L/n/E .4TOe'i I m E .I— /rA0Z. TNE �r/S��cT�a� 47— Li/r/�lu/ GL/ /yE Ld ��..✓Ca.OcEY7 la Hieh' l � .� IP£ii•- ... p� o,aeG/NAL 9L�1Sis f�/vo RE�RF_��5 •17$T.siL'#/� - ffo yE 3 ui/Tff /g / C.,z r,6�� zF i+c 7- �7F�,,-- 7- 5l-� / . Hs 1.O Tvo Equiphient/Asset Number(s): To the best of my knowledge,the abo AS/ AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report.our The information provided on this report is prepared for the exclusive use of inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc c�=Krazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 26, 2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: May 10,2010 Field Report No. 119588 _ Cylinder Report No.35349—7 Day Break Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office. _ Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A •Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 FIFLr' "SPORT NO: 1 b 8 6 -Wxazan & P iates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING .' CONSTRUCTION TESTING AND INSPECTION rE: 0 .2 o/a CONTRACTOR:��4 Gh'0-1a )JECT#: 494 JURISDICTION: G_ DJECT: Cco77ow 6111/19IM61 PERMIT#: )31-0 09—/ - :ATION: 2 6% INSPECTOR: �ZAN PROJECT MANAGER:_ZE6 WEATHER: /�-,g � TEMP: X2 T =0A2 GOx/612j45%` i T/n O?/f i �.¢ C l /� To r G //V �4 �117 �04 //1 STE�� Iri/5Dt>crlJ fJuz7ncg irtl Tc5 rov n4�2 L.4 /7 �� '/?• c� c!/u Tr ///J 17 Lc� ��G 13.J d�Q©K + /" / )C /1i!:3 O S �r c�.��� R 5 i 6- G,��� T�g T'F n �oGL ��/�✓�/fin:�ATu.,e?-� { !�n/� �sTa� - _ Ti w Fquipment/Asset Number(s): `he best of my knowledge,the abov�'AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: report indicates our inspector's observation and testing results based on the site condition and contractors activities:This information is subject to review prior to final submittal.By signing this report,our ,clor does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared far the exclusive use of lient.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc (razan & Associates, Inc. 1230 FINN HILL RD. POULSBO WA 111137— '160) 598 2126 Project No. 106-09217 Cyl. C.- P17798 Pour Date 5/10/20 +0 Report No. 35.'J49 o Weather O'CAST Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD-09-140 Project COTTON BLDG Engineer Location WATER ST. PORT TOWNSEND Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights upplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem.lbs. - 350 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. wt. C.agg.Ibs.1 C220 1871 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 10:15 387 15419 - 4.5 57 48 - C.agg.lbs.3 - - Sand lbs. C200 1285 Water lbs. - 11 gals lacement Area Air Ent.(oz) - - Location WINDOW SILL FOOTINGS. Other(oz) A340 32 oz NORTH WALL A-C: A70 1 DETAIL #10 Other(oz) A350 3 oz SOUTH WALL B LINE: S4.1 DETAIL #12 Other(oz) - - REINFORCEMENT CONFORMS Other(oz) - - Water Added on Job(gals.) 0 - Field Test Methods Remarks PLACED BY WHEEL BORROW; CONSOLIDATED BY X ASTM C143 ASTM C138 HAND TOOLS. X ASTM C1064 ASTM C173 X ASTM C31 Other ..ispector LOWELL DAVIS aboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/11/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17798 5/17/2010 7 4X8 12.56 62520 4,990 AC 2 X ASTM C39 P17798 6/7/2010 28 4X8 ASTM C109 P17798 617/2010 28 4X8 ASTM C617 P17798 6/7/2010 28 4X8 X ASTM C1231 P17798 ASTM C780 P17798 Other P17798 P17798 Test Results temarks FR 119588 Conforming Results Reviewed By W Date Reviewed f-17'IL) Non-Conforming rF ;odes for Break Types: 1: Cone 2: Cone & Split 3: Cone& Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39 +/-8% Form 03101 -evision 2 flective Date 12102107. he information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan 6 Associates. l a��L.l D REPORT NO: �' e� ;3 & . ociates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -)ATE: © ! //D /-o/a CONTRACTOR: 'ROJECT#: 10/- JURISDICTION: G/T� o F /boat Tom s�.vo ?ROJECT: C �7ot/ �.1 ./n/�/�. PERMIT#: �L� 4 f-/ � .00ATION: .2 S -/Nn INSPECTOR: �w fL ,�,4 r✓��� ,RAZAN PROJECT MANAGER: -/3 (1 WEATHER: TEMP: -5 ,D X,�l9J fI h ��/ �fP�cTr�R2 ©J✓ S / T6 �.Q l i / /y e,i �/ % �ooTi�.// 1Y�0?f/ �� 11r /L To G /NE 5 -4 /Y> Soc,_Tf1 2✓sf G 43 / /�v ,� /n�F�Q F/�tt l ST S i✓5�r=cT�n A u D &--n et .ter tj Tc5 e-o N �Q �/JTJQriiGJ� ��Gf/N 5 5 / t7sTi�/G —# ,49,24tV/9XI ,11-4Ttc. �..d V0 0Z 02 9Cl7 N/LG iZZ�ZrE //.//LS Cox-1C_AV 1E ui�9 s f j7 / t?c c_c f- c u Tl= �N J7 Lc i f�G 13 A dy gen c/ i J /ck J1? O S� a i�9 S Gc A o,V !1 e- o 5 e�)L i/-7147; c,2 A.,� F1 s i 6- GL�� :5 4 7`F/7 fOCZ o L[t �+-Xl 7�1�/:i r�all e?� f -0 1Z gZin Ac r.-1 IQ ' � r CJ al,� ZE ST 57 RT , �e� moo. T�S�" �s� T.g . Equipment/Asset Number(s): To the best of my knowledge,the abov�AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: C -)is report indicates our inspector's observation and testing results based on the site condition and contractors activities:This information is subject to review prior to final submittal.By signing this report,our >pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/2 212 0 0 9 Krazar.&Associates, Inc. 1230 FINN HILL RD. POULSBO W 1, (360) 598 2126 Project No. 106-09217 Cyl. code P17798 Pour Date 5/10/26 r Report No.'35349 weather O'CAST Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD-09-140 Project COTTON BLDG Engineer Location WATER ST. PORT TOWNSEND Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem.lbs. - 350 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. wt. C.agg.lbs.1 C220 1871 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.Ibs.2 - - 10:15 387 15419 - 4.5 57 48 C.agg.lbs.3 - - Sand lbs. C200 1285 Water lbs. - 11 gals Placement Area Air Ent.(oz) - - Location WINDOW SILL FOOTINGS. Other(oz) A340 32 oz NORTH WALL A-C: A70 1 DETAIL #10 Other(oz) A350 3 oz SOUTH WALL B LINE: S4.1 DETAIL #12 Other(oz) - - REINFORCEMENT CONFORMS Other(oz) - - Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY WHEEL BORROW; CONSOLIDATED BY X ASTM C143 ASTM C138 HAND TOOLS. X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/11/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type Test Methods P17798 5/17/2010 7 4X8 12.56 62520 4,990 AC 2 X ASTM C39 P17798 6/7/2010 28 4X8 ASTM C 109 P17798 6/7/2010 28 4X8 ASTM C617 P17798 6/7/2010 28 4X8 X ASTM C1231 P17798 ASTM C780 P17798 Other P17798 P17798 Test Results Remarks FIR 119588 Conforming Results Reviewed By W Date Reviewed ,5r-/7-/4) Non-Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39 +/-8% Form 03101 Itevision 2 Effective Dale 12/02/02 1'he information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. 1�/ D REPORT NO: Li 0 t-SE.=1(razan & t � ociates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: 'ROJECT#: 166 "— D y'�2/? JURISDICTION: ,f � LL sss PROJECT: PERMIT#: _OCATION: 1116-:742 j INSPECTOR: XRAZAN PROJECT MANAGER:_ WEATHER: TEMP: C' -/o pzzo ® Equipment/Asset Number(s): To the best of my knowledge,the above&tative: WASNOT performed in accordance with the app oved plans,specific tions,and regulatory requirements. Superintendent/Repr ech ici his report indicates our inspector's observation and testing results based on the site condition and contract rs ctivities.This info r ation Is subject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on ite. The information provided on this report is prepared for the exclusive use of ie client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/2 2120 0 9 WXaZan REPORT NO: _� �_ & ciates , Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: rp I o g J a o/o CONTRACTOR: 'ROJECT#: Lam/ - nq 2/ JURISDICTION: C'Utz e�� /Oc�� 7- ;Zna.r✓SF.v4 PROJECT: o7TT-)& PERMIT#: 6 L l-) '_OCATION: T To F•+, INSPECTOR: CRAZAN PROJECT MANAGER: r3 01 WEATHER: C 44F,5�4 TEMP: 1y 9 !1 AA2.*AJ Z/YSPA--GTOR ON SZZ-e `epR AOX +t /ve--- Z.4 -,!4T n � oTH .�� 4 gTaR,� BavT Cam. QS 2 L/n/� % 70� 'ee .y.^" �S7 �lo2Fc / � A5 .P—ZW / ZA,,j 57 S�IF�9 T �70/ �7�T.¢.� #J/� 6( n/Ri61,V"E.9C n /2'I/9SoNRtZ t-/aic S zF.9u � L z o rf/ Pee c,.sbe 4AI D A/Q Ago rn a5�.y 6 ee /V 12 S� S�6c7- 47— �4L/.IVr—(2 G L� A/A:'- e AQ A/RJii✓IS,.oC—E Y) �vi.4 SDK � A i r,4 �n��/v7- ��a �i A sv s��� 4PFi�r� S/o�v of ©ia ��i.v.9t- �TJG.4NS .4NI� RERF.vcEs I7�Ti��L /� �A/ -���% 5� / vviTff Ez-a,/36-.2zl-i e 7- OR s he .51^//-;0 -E 4 s or�Z /.g h�/1 T S c,Q.�� 3 ,4Al0 t/�LT H �-i �2 e2 022LOE �/.2o/o ' %2/( �F13,9dQ .V 5 �PEQ '9 V T Hs 5 Z[71�4T�osGi — Equipment/Asset Number(s): To the best of my knowledge,the abo AS/ AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: "is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report.our :pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of e client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 - D REPORT NO: �--1�'aZal1 & . ociates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ® !/Z130 /a 0i0 CONTRACTOR: x, fi� 'ROJECT#: ioC nq a /�2 JURISDICTION: PROJECT: PERMIT#: J7> OCATION: 0,ng7- INSPECTOR: .e LL o q S :RAZAN PROJECT MANAGER: WEATHER:_ TEMP: Q� LAN 7 v,<4,EColl oAl T 4-- fe 12e,W t},u/c ;0 0 ,V z 9 7 %f 5. ,Ciy47 chi= T liNe-,- s/7JA,S©itl4c, LvALe-- A /OC-�U /Q 7A/f=;44- tiff 5 �4 OZ—:�' %IV7`6 Z9 /,c / ^10OLZ I/YG- .f� �/?ox;a,- Tg "- S �� GAS /w/X12F_ -n.Q/LL5 J7 in�lr�/ /� �/T �iV TO -�X/Sr�/VG^ o c�Y7'"ovr� eb�Sr'CQ6TT �4 iY/.7 �X'/o T/Al X R Q 1 5--k I[A Z-4 .S iS1—> —5 —g G.�i T/�1 r e 7 5 IVC7 4QE S E An/,0 e,/-,,)y n ,3,9c-, s c-SF_o -n" �-2;.4T. �� �?�© floYc., / 1-4 G�jQ :r1-1 Z,2 A20�0,. Equipment/Asset Number(s): Fo the best of my knowledge,the abo e AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our )ector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 Krazan &Associates, Inc. 1230 FINN HILL RD. POULSBO 1 7, (360) 598 2126 Project No. 106-09217 Cyl. code P17508 Pour Date 3/12/20 10 Report No.47280 weather RAIN Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD 09-140 Project COTTON BLDG Engineer Location PORT TOWNSEND Architect i Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 5 Site Mix Mix No. - M3055 Cem.lbs. - 517 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. wt. C.agg.lbs.1 - 1908 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 9:39 73 13861 5.5 4.75 60 40 - C.agg.lbs.3 - - sand lbs. - 1339 Water lbs. - 22 gals Placement Area Air Ent.(oz) - 5.6 oz Location FOOTINGS AT C/D, 2/A, A/C, 2/F, 3/A, 3/F AND 3/E Other(oz) - 30 oz Other(oz) - - Other(oz) - Other(oz) - - Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY BOOM PUMP. X ASTM C143 ASTM C138 W/C .41 X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector JOE BAUDUIN Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 3/13/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17508 3/19/2010 7 4x8 12.56 39740 3,160 JS 5 X ASTM C39 P17508 3/19/2010 7 4X8 12.56 37270 2,970 JS 5 ASTM C109 P17508 4/9/2010 28 4X8 12.56 49970 3,980 ZL 5 ASTM C617 P17508 4/9/2010 28 4X8 12.56 49960 3,980 ZL 5 X ASTM C1231 P17508 4/9/2010 28 4X8 12.56 46820 3,730 ZL 5 ASTM C780 P17508 Other P17508 P17508 Test Results Remarks FR 119768 X Conforming Results Reviewed By F`� Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39 +/-8% Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any formal without the written permission of the client and Krazan&Associates. ,._ I ► REPORT NO: 100994 1(r' aZan & A z, - ociates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: i��G J 621 ROJECT#: L� - 7 JURISDICTION: a ROJECT: PERMIT#: — l )CATION: 607 - C INSPECTOR: RAZAN PROJECT MANAGER: WEATHER: TEMP: AIL— Az;1A '/ (� t r Equipment/Asset Number(s): the best of my knowledge,the abov5. -WAS NOT performed in accordance with the approved plans,specifications,and re requirements. requirements. / Qc d fperintendent/Representative: Tec ician: KA%YNt.CQ,q 040018d1 Cw� Serving the Western Un'fed States is field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 tcm FIoU ao,,.—4— Effective Date:11/15/07 iff NDE ra an & Associates , I n_c . REPOR•I ,,jo.: 269'9 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION LATE: Z — o (� CONTRACTOR: PROJECT#: PERMIT N� 'ROJECT: INSPECTOR: _OCATION: MISC: KRAZAN PROJECT MANAGER: WEATHER Ii STRUCTURAL STEEL FIELD/WELDING ❑ V.T. ❑MATERIAL ID [.U.T. ❑ M.T. ❑ P.T. ULTRASONIC EXAMINATION REPORT, Specificationno. AWS D 1.19E/NDE-UT-1 Material Alloy Weld Joint (!'l f Standard no. AWS D 1.1-96 Table 6 Material Thickness Weld Process Calibration Standard IN type 1 or DSC Ref. Dwg/detail ns=near side.fs=far side.Tf=top flange.Bf=bottom flan e.Wb=Web. N.S.E.W.=com ass directions.t=to .bottom.T&Bf=top and bottom flange DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO W X U LU Z LU j F¢ LJ) - w z p ccU w Z z O Z w O U F U O W W U QJ Q w w Cr W W Z J W W Z 0 cc: 2i d 2i ¢ LU > W O < ¢ U O O ¢ rr cc O ¢ U z < r O W W U � L r w D - ¢ U ¢ Z U d Cr U U w O W Z� U W< W Z aw ¢Q - o ¢ 0 0 ¢ ¢ z PC.MK/Grid Line D ¢ ¢ a tiO co UO WWw O O O ¢ c ` r s Z , Ultrasonic Ts t(UT) Equipment CONFORMANCE OF • ' I HOURS Make: LSN QTY Conformin Welds DESCPT IN OUT ST OT MIL Transducer:size i SN QTY Nonconforming Welds Couplant ti_ QTY Examined Welds ASTM Test etho : A587 Frequency: MHz To the best of my knowledge, the abov A WAS NOT performed in accordance with the approved plans, specificatio d gulatory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue,Clovis,Ca 93612 • (559)348-2200 226 N.Sherma Ste. ,Corona,CA 92880 �j (9 4J-7188 4231 Foster Ave.,Bakersfield,CA 93308 • (661)633-2200 1501 15th Str et NW,#106,Auburn, WA 98002 3)939-2500 1025 Lone Palm Ave.Ste.2E,Modesto,CA 95351 • (209)572-2200 20714 State Route 305 N.E.,Ste.3C,Poulsbo,WA)983 (360)598-2726 545 Parrott St.,San Jose,CA 95112 • (408)271-2200 13434 N.E. 177th Place,Woodinville, WA 98072 • (425)485-5519 123 Commerce Circle,Sacramento,CA 95815 • (916)564-2200 11913 N.E. 103rd Avenue, Vancouver, WA 98662 • (360)254-3200 fl<r- aZan & A o c i a t e s , Inc . - � REPORT NO: = 'Si GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION `ATE: O CONTRACTOR: Ce-,/vsz ROJECT#: JURISDICTION: 'ROJECT: c en >-K,61.y PERMIT#: L D Q,' -/!5!ea OCATION: JD& >2 r T.,�f�t�e 9.v1.3 INSPECTOR: .4 o �.- !j�:LG p,, S .RAZAN PROJECT MANAGER: TA WEATHER: /2tgQ�Lc, �-, ,,,, ,��, TEMP: e:2:A/ Z—Al A e"Te5 R n IN S5 F 6n A 2 24 /3, 0//t//-.- 4/A l To �f�% Z2 JEX rr// ��c�off�,L c_S L.y>c Z'o42 o41Tt,L/ALA i9T 3.'ls_ �� � � fc�R 7fyEI.r5To44Teoev of f//LT 'Ar11 a zy ' ARfae�TREATr� c�saO 4;?r-A1Qo6-1- F.yr/A2 11;?!#JR,*PE7- &,--4 e- A o >.F6Zc, '14 0Ay12 134E L.cES f/XV TJ -Cr/yn 25 �It e'/11[. Je7e _ Zne 7 -7 c2AZ �4 `�7 L iOQ/1r I/i4 4 T V h�0 a lZ���1,Q A� tf�F,�y�/L i.V A t1 A/n (���.5 i/"J.,5 y 2::2,e�—�e N.4>!_E n o`Z " i�i—F_ A�V�.>� G Z.v ,JAlt.5 ,4.4 � Ic iTh 2 > //�—�� Z 13� o�/c'�1 Z.==;, T,1/ 5 9 ! L,)2,A A,/ I2ER R FT . f9A:7—�--n Qe=-;Z/n8 20/m Z6ZZ �2 IEL A2f P 4C4--o, D-ELl>4—5 ":; z4N[L?� N S / enG A?ocm Z-- . Equipment/Asset Number(s): 'o the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: his report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our ,spector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of to client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 sir REPORT NO: "' 'i `7 W KXaZan & A ci ate s , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION �qTE: O !K ./ /,-zC-)xo CONTRACTOR: eayF,,�? ROJECT#: /Ol - (D 9,a / �;? JURISDICTION: c.i y�� �aQT>•"c�u..,i�F.�/J PROJECT: Gn7T� aa&1G1?//y6- PERMIT#: . 13zr0 09-/ 4!�® )CATION: sflo�t� %olw�.SF.vL) INSPECTOR: Z,-n ADi32y1 S 2AZAN PROJECT MANAGER: `l`�3 WEATHER: e2 r TEMP: -�ep 5 BRA Z,4W r-N S p c Ta.f M & SITG r-©g fox g. -4 N C,4'oX z Ar'5ag rl o,v7� � 94 J&Act A 7- IS To J51 lJR,4z�..v e!9W .� Z 9 iv 12 3 Al c r0A1 J u e T/o;v 1,4-. to 71 )q/:�r 12 /2 0 Zo, ,Tn TA L C-2 -" /S ZY0 w FR-r-f �o.Q� � G� /_��7 (e/. rH �9 2 ZA/C,, z T , -,ley _.5 L,�4,0 5 c L EZVa W Q L—1.rlr c©m agQesh5,0 A"q .4 N D i9 /�A Rorc.,�� n�1 u 5 Zt2/- 7r5�e2,6,9y r _J�N T�-p i L Ti S 1,� `iY lv F,Q Equipment/Asset Number(s): the best of my knowledge,the abo WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our rector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 KraZan D REPORT NO: & ociates , Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION nATE: L' i7"r" CONTRACTOR: s�r/�Z v��—�/c=• '� ROJECT#: 1216 ' C JURISDICTION: C�%> �� ?% T -Y���►/� PROJECT: G'-f-Al ee`e,. PERMIT#: /3Gc) OCATION: INSPECTOR: fI.4'Kb-,-?> C'Gz/OL .RAZAN PROJECT MANAGER: 1_7;�ot3 WEATHER: TEMP: �.�iG'L�1cT/ y/✓S?��Gc�� �/`!u SCE fUs+z- �y?JG'Cy/Z- t3c�C,� /�f2C.t- TC�">�!�/(,� `✓ Cc>t rc�n/ /7GpG iiv��c�cs'.� lJu/GLzty� l�i�O�t�Z�.l� %t'� arc/ " iA1�J ✓�9GC !c, �i�GL Sr/7,ZR'� t>c rJ(.. ZI`✓6/�chY a ie C�Z d� Gizmo ,mac L.a Ls�cc } [,�Q"' Afh I�utC Zcd�JtJIIzGs/JIi7�lt�i t /11r� 5 �: /3c�ccx J ,�a-Tz �2cysuc . GJc�'i1— Scr�c��L Gt�-S� U7f�l t 80e fo�.t�/ T3ocf Z lflo zi!/ �j' .S /ic�GiS �AILc;d Dctf� lc� C'�ZGcy,� .3c�Gr /�cSC.!) Frame- S�1iit/� Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: —'iis report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subjec to review prior to final submittal.By signing this report,our >pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of a client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 1_ I�'aZl REPORT NO: -{ _ & ciates , Inc . �o = GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 'ATE: CONTRACTOR: ✓1 5 l�lvlZ ROJECT#: q ZI JURISDICTION: �. 'ROJECT: Utro t`) i;i PERMIT#:INSPECTOR: L el— )CATION:- � �SANS )CATION: 17©���' � (j q (AM, ..ZAZAN PROJECT MANAGER: J W A j WEATHER: 0 rC,&s I_' TEMP: 4azk j Lev. y tj 51� ► &28---Ze?f D � �W�9AC 04- L-y te— L+,/✓ �j oy w &tJc,4o f- & f" ��� A- L L oI S PS L G T l d L) (/J 04Ati-) l SfA-,(. z, V1,k rvPed4 j�eAQAl fJ 6- Vt5Z(n1G 0`5 fO/ 2 �z1' �. Nd► L t)Q ( jl 6, V�k -yctvv) / Nit- z) Z ( . L_ Equipment/Asset Number(s): the best of my knowledge,the above/WAS NOT performed in accordance with the�pproved plans,s cifications,and regulatory requirements. Superintendent/Representative. Tech is . s report indicates our inspector's observation and testing results based on the site condition and contractor's activiti .This information is subj ct to review prior to final submittal.By signing this report,our pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The infor ation provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 A PROFESSIONAL SERVICES CONSULTANT AGREEMENT Krazan& Associates Construction Testing & Inspection (Amendment No.1) THIS Amendment No.1 to the Agreement dated February 23, 2010,is made and entered into this day,between the CITY OF PORT TOWNSEND, a Washington municipal corporation (the"City"); and Krazan &Associates, (hereinafter, "Consultant"). In consideration of their mutual promises set forth herein,the parties agree to amend the Agreement dated February 23, 2010 a et forth in the Amendment No. 1. Except as modified by this Amendment dated�= /-L, 2010, all other terms of the parties' - Agreement dated February 23, 2010 remain in full force and effect. AGREEMENT AMENDMENT NO. 1 1. Services to be Provided by the Parties: The Consultant shall complete in a satisfactory and proper manner as determined by the City, the technical and professional services to provide additional testing and inspection services for Helical Pier Installation Monitoring as described in the Scope of Services (Attachments 1). 2. Term of Agreement. This Agreement shall be effective as of the date first written above and continue until April 01, 2010, or until terminated in accordance with this contract, whichever is earlier. This Agreement may be extended for an additional period upon the consent of both parties hereto. 3. Compensation. The City shall reimburse the Consultant in accordance with the Payment schedule described in Attachments 1 for all allowable expenses agreed upon by the parties to complete the Scope of Services. In no event shall the total amount to be reimbursed by the City, for this additional work exceed the sum of Four Thousand Eight Hundred Seventy-Seven Dollars ($4,877.00) for a total contract price of Eighteen Thousand Three Hundred Seventy-Seven Dollars ($18,377.00). Original Contract. $13,500.00 Amendment#1 $ 4,877.00 $18,377.00 Reimbursement under this Agreement shall be based on billings, supported by appropriate documentation of costs actually incurred. It is expressly understood that claims for reimbursement shall not be submitted in excess of actual, immediate cash requirements necessary to carry out the purposes of the Agreement. The reimbursement paid shall constitute full compensation for all out-of-pocket expenses, including but not limited to, all equipment,materials, supplies or reproduction costs, all labor(including overtime), costs for travel, telephone, facsimile and computer use, and all profit and overhead costs. The City shall pay the amount approved for payment in each such invoice within 30 days of receipt. 27. Entire Agreement; Amendments. This Amendment,together with the Attachments, is added and incorporated into the Agreement dated August 27, 2009, and represents the entire and integrated agreement between the City and the Consultant and supersedes all - prior negotiations, representation, or agreements. This Agreement may be amended only by a written instrument signed by both the City and the Consultant. The attachments to this Amendment are identified as follows: Attachment 1 consisting of 1 pages. IN WITNESS WHEREOF, the City and the Consultant have executed this Amendment No. 1 of the Agreement as of the date and year written below. CITY OF PORT TOWNSEND KRAZAN &ASSOCIATES By: By: - David Timmo s, City Manager Date: �/� Z io Date: 3 2 20 Attest: Approved as to legal form: Pam Kolacy, City Clerk John`Watts, City Attorney J. ATTACHMENT 1 ...d.K.r'aZa1`1 &ASSOCIATES , INC . GEOTF,CHNICAI. ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECfION March 22,2010 KA Project Number:092-10008 Page I of 1 Ms.Allison Dalmer 1-Mail:ADanner@cilyofpl.us CITY or PORT TOWNSEND 250 Machon Street,Suite 2R Port Townsend,WA 98368 RP: Change Order lll Cotton Building helical Pier Installation Monitoring 607 Water Street Port Townsend,Washington Dear Ms.Danner, This leter is to inform you that Krami&Associates has received a request to provide additional testing and inspection services for Helical Pie'installation Monitoring at the above referenced project. The additional services will exceed our current annual contract(Proposal Number P09-1580)and therefore will require an approval. To properly account for these additional services, please authorise the additional inspections by signing below. If you have any qurslions or wish to discuss this request,please do not hesitate to contact me at our office. No response will constitute an agreement of these changes and u,e will continue to bill on a Time and Materials basis. D)uSCWT10N Staff Professional 32.5 $95.00 $3,087.50 Staff Professional(07� 6 $142.50 $855.00 Senior Engineer 5,5 $135.00 $742.50 mileage 320 $0.60 $192.00 Total S4 877.00 C1Tv OF PORT TOIVNSF.NU KRKLAN&ASSOCIATES,INC. - ' �7 3 120�/G Sibnm:rre Date igrrn r c Dnt Allison Danner Staff Engineer F 6c t Aca�.. Name Title Nanm Title 11715 North Creek Porkway South C-106.Bothell,Washington 98011•(425)485-5519 FAX(425)485-6837 With Offices Sewing dre Western United Stares rr ird.d r„a,.,as I City of Port Townsend Office of the City Clerk 250 Madison Street, Suite 2 Port Townsend, WA 98368 (360) 379-5045 Fax (360) 385-4290 LETTER OF TRANSMITTAL To: 45500- 1*0' �S Date: /d3 0 All /64�1 Nli/ Attention: PyuLsL &,i q,837o We are sending you the following items: o Original contracts for your signature Requested copies ❑ Other Copies Description �y1S r ion .Dower a)A #7s10,rk- J a 161ca — gn b-C, L, (�(6 a 56 Wa These are transmitted as checked below: oil t ❑ Please sign and return one original to City Clerk ❑ For review and comment [� As requested ❑ Other Remarks: Signed: G:I City Admin I Clerk)contractsI TRANSMITTAL LETTER.doc IAM`_'KXaZan REPORT NO: 'n j & ociates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION nATE: _ 1 O ' C CONTRACTOR: j S c k p i ROJECT#: `' �' (� TA l� JURISDICTION: i-)c �- 0 rr J PROJECT: CC lla►� (� t[a Sj-eiSi,►�iL R�,��� PERMIT#: 1Ll o OCATION:-F!61- INSPECTOR: 7 Aj �- RAZAN PROJECT MANAGER: � 4 WEATHER: O i C�s-� TEMP: Ll r"�S p h► S -fier Iz T �'� 11 ��� o xkA • - 1'� o C, 'OK, .1 0 It , a - - Sc,?-��\.J S" L�f �.-- C.o d A J J�! �r� U�r�as1 !S1 d �� C�— �►��� � r �lS i �15'r�1��� S �'-�r�11 �L� cJ� s e -� o� �N--IA z lA��c CS tt UJ` kzr V, 11M`Ua £5 c� . C'!e,�AclFo.c`-� Ss`� 71�141CSa Equipment/Asset Number(s): To the best of my knowledge,the ab "e WAS/ AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tec ician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. is information is subject to review prior to final submittal.By signing this report,our ispector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of ie client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 REPORT NO:iQKrt`l. tc� Zan & , ociates , Inc . . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - �— n CONTRACTOR: E ` S LA A 'ROJECT#: 1 0 L, n 9 2,l q JURISDICTION:�t�r \ l PROJECT: (f 0 \ l O� iZ, 1 -D G PERMIT#: Z c, 0 C-1-- l LI 0 :OCATION: -P0 L) r, INSPECTOR:--ZTn,_e .R A.J s�,J if t :RAZAN PROJECT MANAGER: �W,. 1� �h. WEATHER: S o.i1` TEMP: cA � vtn 3 o S � C:c� .1 C er - ac �� z•w. G rl M-P—cAk .4 Equipment/Asset Number(s): To the best of my knowledge,the ab e WAS1AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: "is report indicates our inspector's observation and testing results based on the site condition and contractor's active s.This formation is subject to review prior to final submittal.By signing this report,our :pector does not accept responsibility for validity of the results.Some information on this report may have been provided by othe on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 ---K'aZan & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING FIELD REPORT NO : 117905 CONSTRUCTION TESTING & INSPECTION NATURAL RESOURCES/WETLANDS DATE: February 19 2010 CONTRACTOR: Fischer General Contracting PROJECT#: 106-09217 PERMIT BLD 09-140 PROJECT: Cotton Building INSPECTOR: Arron Clyde LOCATION: Port Townsend JURISDICTION: City of Port Townsend KRAZAN PROJECT MANAGER: JMB WEATHER: Clear TEMP: 50 Krazan Inspector on site this date to observe Contractor drill hole's and place 3/4" Hilti all thread anchor bolts with two part epoxy at Cotton Building. Inspector observed Contractor core drill 5 - 1" x 13" deep holes into existing fired red clay brick at middle of - future ledger elevation . Contractor blew out holes with compressed air and utilized bottle brush to clean side walls to manufacturers specification. Inspector verified each hole to be clean and drilled to a correct depth of 13". Contractor placed 13" Hilti wire mesh screen into each hole followed by Hilti HY-20 Epoxy; expiration 3/10. Contractor then installed Hilti 3/4" all thread bolts. See below for locations. West Wall 2 Bolts #1 North voids at 4" and 8"; #2 south voids at 4" South Wall 2 Bolts #1 West voids at 4"; #2 East void at 4" North Wall 1 Bolt No Voids Bolts and Epoxy installed per manufactures recommendations. Krazan Inspector to return to site Monday 2-22- 2010 to pull test anchors. To my best of knowledge, the above work WAS/WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1230 Finn Hill Rd NW Ste A•Poulsbo, Washington 98370 • 360-598-2126 9 Fax 360-598-2127 1�a7 cIr-' '� REPORT NO: : �:1 ' )' ,. A ciates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: -/0 CONTRACTOR: 'ROJECT#: % , c.)`9 Z ' -7 JURISDICTION: C,� ��� �- /��������✓� PROJECT: PERMIT#: /3e-,f OCATION: - �s�^''D INSPECTOR: RAZAN PROJECT MANAGER: 0;� WEATHER: TEMP: a FPoJ�-! j'/ 4 /�G il�iZ�1!17J . �+ ��s i t r7✓ >3Gt3 Lt //t�sS�Cs`e%Cn? Ct7?Se% Uc�d Giyr�i'/Gr'ci�n2 piza /� JZvsv f:�Z.�A �iZ7GiC. ��y✓r`aZAGtcr7? /5'Cvu/ �i2USh/ i3GucJn� /��.;1s's C'r;�si.>jl //;r5"r..SGt Lhz ! e�z�fie=.3 esA<tS/ /�r✓�� io v�� CC.c�si?>•+> /�r✓d Cir�zesGr c'�c�''i 11s/� /� ". /�/Gr'/ f,✓- Zc poX>' �2tr'�st2iU�crn% ��iv. ��n*'T7s`IGIGr� /it/5lifLGc U �c! o S::rr--,� rs•J.� � /3ac-TS' '// —" �/�5� �-/,` �P `r/•r� r' �" f�vuc /�sL'd t r��N i/�%�e/hLc�M ���Z 1/�iP>z�uF/�c-iG..>zcsS �c��vs✓��!+10�cn/S Equipment/Asset Number(s): To the best of my knowledge,the abowICAS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: z= —is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This informalKnis subject to review prior to final submittal.By signing this report,our pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 ffl<razan & 7 REPORT NO: _�, y ociates , Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION -)ATE: -2Z-/p CONTRACTOR: /4cr��JZ ROJECT#: Z 09Z17 JURISDICTION: Cr71'/ o-e /4,5cWb 'ROJECT: ��r�,y /zi�d PERMIT#: Hd DCATION: tr• �p,� E1Y� / INSPECTOR: :�AZAN PROJECT MANAGER: -7-n Qz WEATHER: TEMP: .S3 ¢ - 1,J�4c�t Z S�Z"L-✓ e,t Le— ~,j Z czJcrS—, GC7/Pt�C._ zoc t - ��A Z�°Gd r�ac�d /�c�c.:s. �� S�x�ems: �r✓� ss?�s�r�1�>:! ���'� <r�Gc✓'� 1'✓Y�PS�:�s,� i✓:��:=�5 /.��trs7�c�py GiZ�cy—� % /3� �C- c7� �ofrcZ,� uJ.�t>L l3ocr -�' / �!� Cr2c3�'� /-/•ca Sc�,os:� Fo+i ,Sl�iir/ - 13.ur z oV- /2 5�� U�,�� ►���� *�r � y i3u� 7yc.rc,GE� GfSi�/G �oc�.�� i�---Argo f�YisiZc�ct�. �Z.�y j✓�e,,C- Equipment/Asset Number(s): 'n the best of my knowledge,the abov WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: >report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information,is subject to review prior to final submittal.By signing this report,our lector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 , IF' �` REPORT NO: � , �` 3 ! ` ��1aIGZ & ,-k ciates , Inc GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 14TE: V I `N I CONTRACTOR: /1Z2 Z-- �OJECT#: d ��� 1 JURISDICTION: �' 0 'ROJECT: ° n I l Sti w is V- AI A PERMIT#: L p I D CATION: 12�t (��� NS�r�� INSPECTOR: WEATHER: TEMP: ..RAZAN PROJECT MANAGER: �Gfi r.�`� �GLLr-I Late A Lt, '14D I GS yy6- (oLv' �P-c451'l-610 .) 0�0 I�t l 6Cj k2 R j-, !a ) l��0`Tll l+i �. r l �rr J 6IN yul 146 6 , Pb -7 `�J��t2i�UJL �LI�Ll� 111 V i oP av Pcp d!rc FI-0 - C Q c-(-q-o o °yam 5 Equipment/Asset Number(s): v-)the best of my knowledge,the abo WAS/WAS NOT performed in accordance with the app oved plans,s ecifications,and regulatory requirements. Superintendent/Rep'r tative: Technic�a is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.T information is subj ct to review prior to final submittal.By signing this report,our ;pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-25r EFFEC" DAILY FIELD REPORT 2009.doc Qj�aZa11 �' ` REPORT NO: & -A � ciates , Inc . r GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION `ATE: CONTRACTOR: ROJECT#: �C 6� 177 JURISDICTION: 'ROJECT:f:Q» A 0<D C, PERMIT#: )CATION: O T_ INSPECTOR: -RAZAN PROJECT MANAGER: WEATHER: TEMP: - r Ile Le e�2e (:5;1,;Cf 6 gr 61,5AO Al.z) 42 gr t-,o p 146e 4 A ©Gc i" E&-ZZZ-16 Equipment/Asset Number(s): "-)the best of my knowledge,the abov A /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative: Technician: is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to ' al submittal.By signing this report,our :pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc: Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc -_ -1�' REPORT NO: !_ !aa Y�[j 4I<raZan & _ c i a t e s , Inc . GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION "ATE: z - !G -!o CONTRACTOR: `rscf�2 ROJECT#: !oee - W 9 Z 1-1 JURISDICTION: 0731 0l r^� 15el- � "ROJECT. C-IM-07✓ /FCZ61 , PERMIT#: &,.b JCATION' P—zT INSPECTOR: _RAZAN PROJECT MANAGER: WEATHER: TEMP: �/PAziV.r/ /.✓S e c�c vz crti� 5:mac% f�•� EPox'� ,o/v4.+,z !�S?C.tvs7 Ur3SG/Zr/c�3 C<�F�-Z-o72 7�?1G-c ! / //ac.cs'S lr+�i v - t2co FR�cK �Jr4cc-`S .3c.�.J �3Kusr/ /Sc� Cc.�,�i✓ //oLc>s . lr�s�o� r/ t FeGD a�,�z11 T /3,e IS crOGtf t�ot�. G�3SE�2rJ� Co�z—.QAct UrZ �C�tcGs Sc r2���� /n/ f�r-c�5 �r�/9 F e.GCA �tctl Hier r fYY-zG 4 Fj Y. �aI4 Scr ��� Drd GJAGe_ ' Sou 7-1-1 r�aN • I3 " 13 , /� ~ 13 " 13" G.a Sorg L 14 z Alo,"-Z11 c?trey /hArU llvyu�a�5 �I�ISTAcc.cr� �c:�r2 �Ylipitlufibc�cu2�S 2c!-ov+�Er/GE7i toN`r f/vccT`s �.Zr c.c..0� W r�t,/ o r.G� (Zoib t/��/�✓Jt��� �i+/rJ U5rrJ4 /yl/>ScsyYrZ N Equipment/Asset Number(s): r-)the best of my knowledge,the abov93M/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technic' is report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our ;pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of a client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc o ° b 0 S 0 - (3o v Ud o �� F o m C) U l C�O G � O 0 DUU i i� s, , .w , fN ° .�' _ .�s..�, ,ass'-„•. �:-� °�P-" ^�k F'ti. '` �' 1 Krazan and Associates ' provides comprehensive services in planning, soils ' engineering, environmental engineering, construction ' materials testing and inspection, and construction quality control. We assemble project teams tailored to specific project requirements. Regional offices provide local service and at the same time have corporate support on which to draw for additional T resources. We maintain our own laboratory facilities and directly control our own field testing and exploration equipment. At Krazan and s " h Associates, we sell ' IV9p11 excellence. M1x <-_ ` - i Site Development Engineers .'. I<raZan & ASSCCIA TES, INC. SITE DEVELOPMENT ENGINEERS COTTON BUILDING SEISMIC REPAIRS INSPECTION REPORTS Project No. 106-09217 May 26,2010 Prepared for: City of Port Townsend—Tom Miller 250 Madison Street, Suite 3 Port Townsend,WA 98368 Prepared by: Krazan&Associates,Inc. 1230 Finn Hill Road NW, Suite A Poulsbo,Washington 1230 Finn Hill Road NW Suite A•Poulsbo,Washington 98370•(360)598-2126•FAX(360)598-2127 With Offices Serving the Western United States Krazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION _ February 15,2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: February 8 Field Report No. 117967 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager - Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598.2126•Fax:(360)598-2127 " FIE REPORT NO: 117967 K'aZa1Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING - CONSTRUCTION TESTING AND INSPECTION DATE: '5z CONTRACTOR: PROJECT#:ZbG-69 2_1 7 JURISDICTION: r PROJECT: �'TTa O Z�G.D a PERMIT#: LOCATION: R -77 INSPECTOR: KRAZAN PROJECT MANAGER: V2?2 WEATHER: © Cs TEMP: C 40v777/t6 /yJiAS'�•�.�y PRe 6.$ca6 G �.9 o�� .4•�.� �4 � '.QT jro9Gkz., G =8�2co��s A A4Y /` &AX-4-sr 4� AXAG - D . —'.4go-X �4 0� eOD loa44 AO ©6e7- �/yIR/A.)'rw/w Th` e� -rho•OQo U G E/ Ei& 00 '7"� f 6 C. �h7 1�9 w A3.,�)I,-r6`' -36( O 2 oN eiJ i t Dterw Equipment/Asset Number(s): To the best of my knowledge,the abov WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Rep entative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior tolVal submittal.By signing this report,our Inspector does not accept responsibility for validity of the results.Some information on this report may have been provided,by others on site. The Information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assops..: Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 &6AKr azan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 19,2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, - which are enclosed: February 16 Field Report No. 117904 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, ? Penn Seely,Laboratory Manager - Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 FIE ,DEPORT NO: '-1 17904 I<XaZ;an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION DATE: Z - /e� -/o CONTRACTOR: �s2 PROJECT#: v 9 2 t7 JURISDICTION: C/731 oct !�•v�a-vt/G PROJECT. &,--rraw Rc6e* PERMIT#: &.b c9 ` LOCATION: f'-,z o c/t!A INSPECTOR: '4*z. V KRAZAN PROJECT MANAGER: WEATHER: ay S/Ec7eS TEMP: $/ /T,PirZryN �.✓SPG�yrz �,�,,/ •S� Fo..Z EPoxy �,ikis/�,.Z /rvY,r�irar�/ G' �/o,2�rr• - Sourtl �N4 �c�'s�a?/4ct.•5. /�/s?EGtvsz lh3sv—rz/J� C:ur�/lI1/9�ro72 D?.rc.c $ / ` /rac_c_�'S /i✓e v Roo F>R�eK /,J�4cc'S r3Gvra i3Qusr/ /dc�ara G'cE i✓ Noun . /rYsr o� Eiaa[1 //oC� G,3SEiw� Cvr/t2/�[OrZ �Cife� SG/Z E/ur ,ten/ A-C- 5 �yJ/� e.LcA �t iCf f//Gi/ fYY-Z o C?eW y 4i✓I) Sc r 331� ` Drd AGG �/rZ,si4o x L S` Lw.�/6 soy Ls Rc�Co�J �rriz /�s�" D a�►zt�or�/ lrJAcc. • � � Soa rN Sou:N �J5SSi 6Jc'3� - � .• /3 " 13 " ,� !B " 13" •13A' flocE ?F: � I IvcSi Z EAS- / Sa�ti tj Z/+Cam// �two ,'}at/e."IC72s �n/siAcc�> �csJ2 �YliNrrLrf ecru.Z�S F640 HE>ydE.--20P A1' f/oce3's �'?/cu=� Wry/ owe Roia r/�tm/yh=.z /4rvd 4,05/-4/4 /Yl/ysvIt//zy - Equipment/Asset Number(s): To the best of my knowledge,the abov9 /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technici This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This information is suble-t to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 77'701'(r aZaZ & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 10,2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller 250 Madison Street - Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: February 19 Field Report No. 117905 February 22 Field Report No. 117892 _ March 1 Field Report No. 117302 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370 9(360)598-2126 9 Fax: (360)598-2127 1< aZan & Associates, Inc. FIEF <EPORTNO: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: PROJECT A06 " 02 z f -7 JURISDICTION: C.0 �� /ctcbc' s✓1 PROJECT. l':Ta�� �co� PERMIT M /3c-gr oq -OCATION: INSPECTOR: Afl&-f' eK KRAZAN PROJECT MANAGER: 00 l WEATHER: Ctlt—FIfIL TEMP: So" �� C3'OX-Y ��I � /¢G G T/✓7Z.tsJPa. � Ce.s i u7*/ Y3GQ G /ir ffcTrna fin?SS'Cch-+r e5's 'WllxrrJ,Z �'��Z� -Ple'e-c- S //4 'S / ?G 17 �`�p TC17 /3Gvu/ t rZUSr�1 T f-C-1W � /zd'G r% eo-~ 1-411c-I f�iZcs � // i/t �iFct1 / cam /h► f.Ctu/�c�n !�Y 11K-zo 5po%y EFC��!ort/ 3�io. �eis✓�7�'�Cn� Gc a -/ � �c i lsC�rG Z Rv�s� Ae/ '`/ !/Ut D S @ '/�i� 27"Z s A/( Z t /✓fix�i/✓tt�l9� l t5'erGi /moo //!/lOS Bu�iS /A�'D' �Pl�cca �!'+�.�i/h.Le� ?�rZ �irn'uFirc-:�.�s ,ZcsCes✓��,✓°�'v�/S - Equipment/Asset Number(s): To the best of my knowledge,the abov 'A -)WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractors activities.This informali n is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:412PJ2009 K__ r FIEL. -PORT NO: u,J a 8 2 azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION DATE: z- /o CONTRACTOR: PROJECT M Z 6- 69217 JURISDICTION: C17"I PROJECT: PERMIT#: &-411 6* — LOCATION: �%• /P�n��n'9 INSPECTOR: /01�Oev boa KRAZAN PROJECT MANAGER: WEATHER: TEMP: .<3 ` �/i��J�� // '�OsZ �7'� y 3!b �lJ7Z �19GC• /asz C" �iCl�!ll�'� - f3c-�DG - t,Ji9c,c Z 50-ein-1 a 4t-e— ~0 Z cis- e 7 e e .3dCz- ze`sc%wsc,y //f/!51=t0<-,2 d Z- 119-et> frrzAZrtAr/ Pacc..gd ,3ac—e- v SaaD,ps, /9i✓� /�JC-�u?zvtJ � Es� cR�� /3eac.i n'1c>T iZc-�Ca1cc�Rc��c7r/lS .'�c.� 7�L�99rtR> i�G st' �E/d4s.Y�PG c5 I,/Y5�6crc:es�2 i✓o-�:cS ia�9�ci�te��� G2��--� iv � �G " � cg- i3c�GuoJ Fv� /Le�scic r�-� /tlor� .u�.9�• J3oGr � / /!o Cr2.u�� �!/vcD ScxY�pSc FcrTt- � -z�icsf C- ?�c�a� "t / �'. fd G��P /lcc0 ,fa�,,,s, jrrR S^/y s3o cz- �Z A/. t 32 Gz�Cp f � FatL S1//1ir�/ Scrrc�-t lr�i�t.C.. �oc.i �! � � H G2c3�i' /.� -se�� �i,•z S�//� -r-1 Z liyG75 ?�c.+G4E10 e"5;" e l�Oct,�-?:Z Tr=Rt�O f� lc- /�J1 1 ✓"'e GrZc3�D I�G/4�-�1�� GA�t�tlG_ SiA�7� f>iAc. lil/D�G�o�Z - Equipment/Asset Number(s): To the best of my knowledge,the abovejgP WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: �� This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan 6 Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253) 939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/22/2009 4 j<Xa7alZ FIE. iEPORT NO: �17."`( & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION DATE: V"I �'`�� //" CONTRACTOR: PROJECT M 10(o C2 2 1 JURISDICTION: 0 PROJECT: &1f0fJ 01 QIG- 511 ru 1c 40k K PERMIT#: Lp LOCATION: >&t INSPECTOR: Wlr2f�l� KRAZAN PROJECT MANAGER: WEATHER: (&Z�!t TEMP: c (Z tiJ7 e 5QAL A LL 24) SANG- 13ro�- B�c•+s�-rBloc� VtA f*o9 WA �. A u a ! I .. 3 4 'l try w- - cobjtYtA, 9- -o( 0 ee iS(2cAN� ©� �, l 1�y-(��(5 3 >+�N1� 5x� -10 s 6 Z 3 A06 F9 90D3 ANC> Gkk � 04 le-CC �00AJ AtJb " Gt fC 0�5 'O 577 , 1 o1 << 5 AN9 �UJZ. �t l �� 171 Y �v>z l�►N�- � b,2 iu �W� 40 'r gk I;oe-- 9 " ► j gJN6- 54tg-71 IDS WiWk l� ' k• 4i-z d' :5zi6e C t �j LA-� ,() f AJ d e o & loo 14� GV L O a - L k1jukes AL60 10 1 (WO LUI I Lt Equipment/Asset Number(s): To the best of my knowledge,the aboUWASWAS NOT performed in accordance with theapp oved plans,s ecifications,and regulatory requirements. Superintendent/Reative: Technic'a NMA This report indicates our inspector's observation and testing results based on the sitezondition and contractor's activities.TtV information is subj ct to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:41M2009 KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 19, 2010 KA Project No.: 106-09217 City of Port Townsend ATTN:Tom Miller 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: March 10,2010 Field Report No. 119766 March 12,2010 Field Report No. 119769 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, _ Penn Seely,Laboratory Manager Peninsula Division PS:jz Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 - .KI�r�an FIL .DEPORT NO: & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION , DATE: �'— O i O CONTRACTOR: PROJECT#: b �- (� 1 JURISDICTION: PROJECT: CC ►i 09 (3l►� � S`'�SSIIA"C- �_ �roa_'�r PERMIT#: 1fJ O - ILA G LOCATION:2o� L —to�rlS;rl t1 INSPECTOR:� P 1 KRAZAN PROJECT MANAGER: 01 WEATHER: O J G---y-A;z TEMP: LA o`S Q S.4 1i veS-� � Oj 2clr� �1i S 2�- tl� Q oX C1 ` S; I - -ey !9aQ •yJ QS' c6 r r,14 tsA C r4c ?2t ml S e Vv�e.�c 6 r : a � �CQ,���.C.-�y r- !J S� �A Yw� ��Oo�C�/ �c� r.1<�►v�r aks a 10-6-4�e 1AcSAv--S cv-, 1Q"—I o e. SCP cs,cl E i llcA L,6 -01 e92Q,XJ-i �-�r v a �� OF 1-2 \^0XZA - Equipment/Asset Number(s): To the best of my knowledge,the ab e��eA� AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tec ician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. is information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 QFIEL cPORT N0: �_19, 7��'� Kazan & Associates, Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION DATE: 3 - �7-- '0 CONTRACTOR: PROJECT* I d b JURISDICTION: PROJECT: ^ ry►4 1� PERMIT#: 1 �� O �'� y LOCATION- 1 t y W rA Se Ica INSPECTOR: AJc—A J KRAZAN PROJECT MANAGER: mow. 1-7 WEATHER: 1 ��r� TEMP:y O 1 S: k e es S ` 2 i rC.�apt S e Q o�►J 1 -� °`� `� sc �.�cko.I` nK c1 Equipment/Asset Number(s): To the best of my knowledge,the abZ reW AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's active .Thi formation is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by oche on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc aiAKr azan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 19,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: February 17,2010 Field Report No. 117891 March 30,2010 Field Report No. 119422 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures cc: With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A 9 Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 =adKr�9vv��,,,, FIEL -PORT NO: 178 91 aZa1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: L" ��"�o CONTRACTOR: PROJECT#• /oG— JURISDICTION: PROJECT. PERMIT#: r3e4 LOCATION: INSPECTOR: 44—Fs l �L`1tl`� KRAZAN PROJECT MANAGER: C7A-4 3 WEATHER: ?% �'G�dcON TEMP: ��� �i�Az ' YirSTlcx� arrLr `cca F�isz- 1t��6cv� t3c�ct PlrtL Co-r�,�� r3C.nG TT.gc- Oq 57 %5r " AcG 7,VAze;,9O P-oe-m /o?'s?aF0 Z rcJas� u7rn---�- seam a2� AWO / � Lehr G!des� �1�0�1� �'�Pri� S� �/Y� ✓AFL !u e�i/GG pe-;Z pGArys ?G S'/ 6r✓Nal-M e- A4,9n97s S&sr Xcy-sUcs .. Sin ys� lrG '� Ct�—'ram O Ge�;6� Esc 4affe-4— T3oc� 't! fourN 13ocz �2 /�o>zitr / O� .S /incTs FAic.t;D D�.tB- � C'rzc36t'P �Gr /�r�td Fermi 5/�i/�� �o�.x'�s2 ttdrlF°'� idND y`�a C��i svb� �Of?orlc� G�c3Si liL�•4LG- �i'OI,I'�`/ Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This Information Is subjec to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States m 503 665-3574 Poulsbo 360 598-2126 Puyallup(253)939-2500' � Bothell (425)485-5519 Gresham ( ) ( ) Y DAILY FIELD REPORT 2009.doc EFFECTIVE:4/22/2009 a�'a7�Z FIE. .EPORT NO: 119 °� < & Associates, Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION DATE: b CONTRACTOR:PROJECT#: '" 7 JURISDICTION: PROJECT. WtO/J 61 Z(s, PERMIT#: 140 LOCATION: 770r-t TDUJo(f/up L,�i� INSPECTOR: ,x-A1M fgae� f�I/US c KRAZAN PROJECT MANAGER: WEATHER: 0'6.65 1 TEMP: 40 � (LG9Zf�iJ ke?'jp 0►j 51 C'fi D l 9C, 0K- w�- o V L4 5 — ) awl S��[ Wl1�r ti (a�,e jLlZ�v�t/ 2y1�l-�-ICI B I��-►Le D ( i irk l D�ii t It I to Tj 0 Z I , Le vyl f"S Gk LA S E+ -1-0 40 I b `Z t /J ee Equipment/Asset Number(s): To the best of my knowledge,the above®/WAS NOT performed in accordance with the pproved plans,s cmcations,and regulatory requirements. Superintendent/Representative: Tech ' is This report indicates our inspector's observation and testing results based on the site condition and contractor's activiti .This Information is sub] ct to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided' others on site. The info ation provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE:4202009 ===--Krazan & ASSOCIATES , INC . - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 28,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 — Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: March 12,2010 Cylinder Report No.47280—28 Day Break April 7,2010 Field Report No. 100994 NDE Welding Report No.2699 April 13,2010 Field Report No. 119576 April 21,2010 Field Report No. 119578 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, 4 Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370 9(360)598-2126•Fax:(360)598-2127 Krazan&Associates, Inc. 1230 FINN HILL RD. POLILSBO WA 98.._ ,(360)598 2126 Project No. 106-09217 Cyl.Code P17508 Pour Date 3/12/2010 Report No. 47280 Weather RAIN Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD 09-140 _ Project COTTON BLDG Engineer Location PORT TOWNSEND Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL Field Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 5 Site Mix Mix No. - M3055 Cem.lbs. - 517 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. Wt. C.agg.Ibs.1 - 1908 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 9:39 73 13861 5.5 4.75 60 40 - C.agg.lbs.3 - - Sand lbs. - 1339 Water lbs. - 22 gals Placement Area Air Ent.(oz) - 5.6 oz Location FOOTINGS AT C/D, 2/A, A/C, 2/F, 3/A, 3/F AND 3/E Other(oz) - 30 oz Other(oz) - Other(oz) - Other(oz) - Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY BOOM PUMP. X ASTM C143 ASTM C138 W/C .41 X ASTM C 1064 ASTM C 173 X ASTM C31 Other Inspector JOE BAUDUIN Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 3/13/2010 Cyl, Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17508 3/19/2010 7 48 12.56 39740 3,160 JS 5 X ASTM C39 P17508 3/19/2010 7 4X8 12.56 37270 2,970 JS 5 ASTM C109 P17508 4/9/2010 28 4X8 12.56 49970 3,980 ZL 5 ASTM C617 P17508 4/9/2010 28 4X8 12.56 49960 3,980 ZL 5 X ASTM C1231 P17508 4/9/2010 28 4X8 12.56 46820 3,730 ZL 5 ASTM C780 P17508 Other P17508 P17508 Test Results Remarks FR 119768 X Conforming Results Reviewed By pv Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone& Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39+/-8% Form 03101 Revision 2 Effective Date 12/02J02 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the rm0en permission of the client and Krazan d Pssocates. a FIELD ,,LPORT NO: 100994 V,,kr;aZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION GATE: �— 77-00`0 CONTRACTOR: �� 4ROJECT#: /7 JURISDICTION: ' 'ROJECT: PERMIT#: LOCATION: Q� da-7tuCS INSPECTOR: - •:RAZAN PROJECT MANAGER: WEATHER: Z TEMP: �- f Equipment/Asset Number(s): To the best of my knowledge,the aboveegAS NOT performed in accordance with the app v d plans,Specifications,and equirements. QC 1 Superintendent/Representative: Tec +ed ��Ni?tNE tRpQIY AvIn 040d1.Ul ' Cwl Serving the Westerntates this field report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. _� Revision 2 1502 Field Repomdoc Effective Date:11/15/07 NDE & Associates , In-.c. REPORT NO.: 2699 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ,p.77 — c2O/Q CONTRACTOR: PROJECT# 92 _ � PERM17. - PROJECT: INSPECTOR: LOCATION: MISC: n KRAZAN PROJECT MANAGER: WEATHER: STRUCTURAL STEEL FIELD/61•IAP-WELDING ❑ V.T. El MATERIAL ID [XU.T. ❑ M.T. ❑ P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-9 /NDE-UT-1 Material Alloy Weld Joint Standard no. AWS D 1.1-96 Table 6 Material Thickness Weld Process Calibration Standard IIW type 1 or DSC Ref. Dwg/detail ns=near side,fs=far side.Tf=top flange.Bf=bottom flan e.Wb=Web.N.S.E.W.=com ass directions.t=to .bottom.T&Bf=top and bottom flan ge DATA DESCRIBED IN SD11.111 DISCONTINUITY INFO E U 2 Z °1, 9 _h ¢ ❑ G U W Z O W (n 13 Ujw U ¢ w w Cr W ,� LL C7 CD ¢. 3 3 a 3 w ¢ w () p r ¢ �' ¢ ¢ ¢ J Q }0 W W J Z 6 ¢ _F M W LL U F F W = ~ Q V ¢ Z W d = LL U U W ~ 1 U W (n La LL FW.. LL Z !- 2 Q Q cc W W C7 LU CD Q W ❑ ¢ Q ❑ W W LL PC.MKJ Grid Line 3 o Q ¢ a J d m 0 d m J ❑ o o ¢ CIO" r- s 141 S - 7 � Ultrasonic 1ept(UT)Equipment • •' ' M= HOURS Make: ajX23YLSN CITY ConformingWelds DESCPT IN OUT ST OT MIL Transducer:size SN QTY NonconformingWelds Couplant QTY Examined Welds ASTM Test etho . A587 Frequency: MHz To the best of my knowledge,the abov A WAS NOT performed in accordance with the approved plans,specificatio d gulatory requirements. SupedntendenURepresentative: Technician: E 215 West Dakota Avenue,Clovis,Ca 93612 • (5S9)348-2200 226 N.Sherma Ste. ,Corona,CA 92880 �(�3�60) 1188 4237 Foster Ave.,Bakersfield,CA 93308 r (661)633-2200 1501 15th Str et NW,#106,Auburn,WA 98002 -2500 1025 Lone Palm Ave.Ste.2E,Modesto,CA 95351 • (209)572-2200 20714 State Route 305 ME,Ste.3C,Poulsbo,WA 98 • 59 -2126 545 Parrott St.,San Jose,CA 95112 • (408)271-2200 13434 N.E.177th Place,Woodinville,WA 98072 • (425)485-5519 123 Commerce Circle,Sacramento,CA 9S875 • (916)564-2200 11913 N.E 103rd Avenue,Vancouver,WA 98662 @ (360)254-3200 Kvim. FIELL PORT NO: �`� 6 azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION — JATE: O '!Z/Z,, 12 CONTRACTOR: r g c#/EA e enlvST PROJECT#: /n — 69 ' / i JURISDICTION: e-1ru - 'ROJECT: C o /7- 0k g L e2iA1� PERMIT#: 131 pOC'—/4a LOCATION: Oo INSPECTOR: S KRAZAN PROJECT MANAGER: WEATHER: r?,9,Q� ,,�1 cz TEMP: �0 5' taA N z.c� as.�r�s a CZ� S/7'25 </A,0- :r.1 e-A e7'1 en /� If,-A!le-6 0'Ice /77i�S GAL✓R Abu-0G / .O//v r b� 42 v �ra,�o��o T���€•yri,a� P P .9LL � .•00 ���E //¢/vD L' � G / ��8� n 119��IQf1�h'� r�, GL�•LY n , / /i i� .A S nRr4l�l l�/ A7�/��_�• �/7 / fly �'��i� !1 N T1 /,✓���S i11E f3F�lt//L!J/Newt /S/�'.,r��t� AIAIG�.1� � '/�r„ s n•/� J�r/! � 1=A LS 5 L L oTXfrf R�� �✓L�wootl ZlX r c .Q5L!q AC7A-4N S % 00y- /v.¢lLE�I��E Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc j<vim, FIEF .EPORT N0: J. 1 95 7 8 XaZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING — CONSTRUCTION TESTING AND INSPECTION )ATE: O �/�� / Ord/r7 CONTRACTOR: A�1 e--//4A? C-96Z. PROJECT#: /D l - (D9� JURISDICTION: c.T�e2� �oRZ T41 r....v DROJECT: <'—'r5 7TAN Ou 14 1211✓6- PERMIT#: I3 Zjo ,OCATION: AnA27- Tow"SAFvt3 INSPECTOR: GowCLL KRAZAN PROJECT MANAGER: T WEATHER: e!: i T TEMP: 4eo 5 �f aP,4L4,4LA -rlY S agCrye .4Ay e-kox L dVsagesio.v . n t S m I�RAcF .4 T /3 TO 9 t 4 S 0R L-d Ae Tn TA L ©F / /�o LG S t,ci tQ� G�.Q ��Q iu i7 i,v. ,g -/ �lo�� ��0 C L E�9.7/ /� ✓.r/s c©n��QE SED ,A 114 14610 ✓9 — -02 ft •�v���m.13 D�t� A/ Tip A f).y.4R` !.✓.4L1/ n 6/ LTi 6LR1 G/1/ (d S F/� t7tl AEG y4,�qLgg!G .z1 iLTi ?�L, oZ0 .� �. iTh' A FX.fI�'.P.9Tloti Equipment/Asset Number(s): To the best of my knowledge,the abo WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report Indicates our inspectors observation and testing results based on the site condition and contractors activities.This information Is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The Information provided on this report is prepared for the exclusive use of the client.This report may.not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell(425)485-5519 Gresham(503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc 10��J<r aZaZ & ASSOCIATES , INC . - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, _ which are enclosed: April 30,2010 Field Report No. 119584 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS:and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax:(360)598-2127 �'a V�, . Zal & Associates, Inc. FIE. EPORT NO: GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE:. jy?e"Eoo t��/�;�0 �aoia CONTRACTOR: '' .� PROJECT#: i©±H Qq a f'z JURISDICTION: PROJECT: Gzm PERMIT#: �n— LOCATION: A,•,eT INSPECTOR: KRAZAN PROJECT MANAGER: 7, WEATHER: T TEMP: .'!!�1D 5 �tl� .4N 7�v <iAac�oll one 5 iTG f� F -.?oX�, ,9Ale R ziltSzeC7� oN .9T <T �Nr7SOG�Tf/ .A 5 �, p� %n��'a f} r✓� M1�ow ©.O�NiirU i7.,O.�IPo�iv,a,arE�r� f�'7''eq e— 4)_ C-f w-4 S r--TA --r Al tvNTH CtJ..4 S U. f2 F t c/ TIf_ iif�sr�i.v u.•t his s/�EL)Y>rEM -� �� i� A4n /£S �'� u ! /317— ---Al To::) �X�STl.va— lie�rTo.t cc�xres26rr-- ,4it 5 h��z.� a - A/i L >' �u ��,DOX �.T Equipment/Asset Number(s): To the best of my knowledge,the abo a AS WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report Is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc "I<XaZal & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller - City of Port Townsend 250 Madison Street - Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: May 5,2010 Field Report No. 132340 May 7,2010 Field Report No. 119587 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 FIE .ZEPORT N0: 132340 �.��'aZa1Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION - DATE: S—'5;�D/0 CONTRACTOR: PROJECT#:_Zo_ . D9a2/ JURISDICTION: ��CL PROJECT: PERMIT#: LOCATION: l0D� INSPECTOR: KRAZAN PROJECT MANAGER:_ WEATHER: TEMP. © V so Equipment/Asset Number(s): To the best of my knowledge,the above&at ASNOT performed in accordance with the app oved plans,specific tions,and regulatory requirements. Superintendent/Reprive: ech ici This report indicates our inspectors observation and testing results based on the site condition and contract rs clivilies.This intor ation is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some Information on this report may have been provided by others on ite. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced In any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc -�1<1 a7G�,1 FIEL cPORT NO: —� & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING _ CONSTRUCTION TESTING.AND INSPECTION _ DATE: a rl m!z I a 0/0 CONTRACTOR: A / 5 e&EA2 PROJECT#: la/ - e Z/ :2 JURISDICTION:��T�zt�F boa T A�^''+�^'10 PROJECT: G o772�4e ,- PERMIT#: /3 LOCATION: r EN INSPECTOR: ZDc.iEGL 12�f- /t S KRAZAN PROJECT MANAGER: WEATHER: C-4eFA4 TEMP: yQ `fq.o2�av 'Ae 10Jr-GLoI2 ON S ,TF '04�"et'>.Q E,OoxJ�, �dodazzey bsy -4T /le d r7l Lt/A t L gTcRE KBa vT C It QB .1 L,/✓F .4 701 l �/ �5�� iQLANs Srf/E� T � i/ n//�6,Nint7��n 5ovR�� _L�L�L/ .4Tftuf�/NE.tTf /� L/ S cLFA&,/l L T� AdeCc_sh, f}A/D /g/Q d�-aey Z yi _ T6 Zo%m,1v 1,. -4 E/�fpYL lsRO r"aS 7- .47- L./✓r^(C[/ G Lt /f/E _ �i ���£• ,6o.aLEI/ AgQ /JL.s+ -5/1A6 T i �//icfl / � � f�Fi�ti 4io�v o� o,e tG/nrAL �G111Si5 �Nn /���rPF,Y«5 'R7$Ti�lL'#� _ 5L� / 14o a�t7ff i4 l F 1;36>>,--2 0/V T 0 c2T Ro4tin .9,VC2 � �r ANr7 f/itr /� �-i f, fx� Uf}TE .r01.2o;O� �R fQFIaAR A � iP€Q ,1�GAty SQL Equipment/Asset Number(s): To the best of my knowledge,the abo, AS/ AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: This report indicates our Inspector's observation and testing results based on the site condition and contractor's activities.This information Is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup(253)939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc a OEM Qan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 26,2010 KA Project No.: 106-09217 Building Permit No.: BLD 09-140 Mr.Tom Miller City of Port Townsend 250 Madison Street Port Townsend,WA 98368 RE: Cotton Building—Seismic Repair Inspection Port Townsend,WA Dear Mr.Miller: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: May 10,2010 Field Report No. 119588 Cylinder Report No.35349—7 Day Break Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager Peninsula Division PS: and Enclosures With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A•Poulsbo,Washington 98370 9(360)598-2126•Fax: (360)598-2127 =—_= FIEI ^ REPORT NO: 119688 =i���� & As dates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION %TE: o S //o /v CONTRACTOR: S i�� tOJECT#: f0l __ JURISDICTION: oogr ROJECT: C 627o.v 46.E 121Al PERMIT#: P3LD ©9-/4,n )CATION: T:- n T INSPECTOR: L e2 w f e e- Q.4 r✓!.S .RAZAN PROJECT MANAGER: f3 WEATHER: X-'4 5 i TEMP: 15 92 ©A/ .S ©,? C caZ,�TF // % t-1.4 Z.-I To L /N 4 /n .Soc—T fi✓cft GG f 7 / /N� „��I4Z'E Q�/.(!'l �7% G- ZN S 0,e�c— �i n .A•�! 7 ��Gt yr Cr7 T6 ' SON[�QH( l'JA,Ti¢/G —#/.2 G.g n /��, / a ac r� f- c s5/u Tr �N n Grp �G I3.9 ev O©•e/ . /yi / :C a.s i✓.i� s d24--T� G S -A �l�a=�ISTi�� �7ni tT� c Equipment/Asset Number(s): the best of my knowledge,the abov��DVAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: C its report indicates our inspector's observation and testing results based on the site condition and contractor's activities.,This information is subject to review prior to final submittal.By signing this report,our ;pector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of ne client.This report may not be reproduced in any formal without the written permission of the client and Krazan&Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360)598-2126 Puyallup (253) 939-2500 EFFECTIVE:4/22/2009 DAILY FIELD REPORT 2009.doc Krazan & Associates, Inc. 1230 FINN HILL RD. POULSBO WA P" ", (360) 598 2126 Project No. 1 Q6-09217 Cyl. Lode P17798 Pour Date 5/10/20 . Report No. 35349 weather O'CAST Jurisdiction CITY OF PORT TOWNSEND Permit No. BLD-09-140 Project COTTON BLDG Engineer Location WATER ST. PORT TOWNSEND Architect Client CITY OF PORT TOWNSEND Contractor FISCHER GENERAL rield Data CYLINDER REPORT Reported Batch Data Concrete X Other Design Actual Weights Weights Supplier FRED HILL Plant No. 3 Site Mix Mix No. M3055 Cem.lbs. - 350 Mix Air Unit F.Ash lbs. - - Slump Temp. Temp. Wt. C.agg.lbs.1 C220 1871 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) C.agg.lbs.2 - - 10:15 387 15419 - 4.5 57 48 - C.agg.lbs.3 - - Sand lbs. C200 1285 Water lbs. - 11 gals Placement Area Air Ent.(oz) - - Location WINDOW SILL FOOTINGS. other(oz) A340 32 oz NORTH WALL A-C: A70 1 DETAIL #10 other(oz) A350 3 oz SOUTH WALL B LINE: S4.1 DETAIL #12 Other(oz) - REINFORCEMENT CONFORMS other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks PLACED BY WHEEL BORROW; CONSOLIDATED BY X ASTM C143 ASTM C138 HAND TOOLS. X ASTM C1064 ASTM C173 X ASTM C31 Other Inspector LOWELL DAVIS Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/11/2010 Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods P17798 5/17/2010 7 4X8 12.56 62520 4,990 AC 2 X ASTM C39 P17798 6/7/2010 28 4X8 ASTM C109 P17798 6/7/2010 28 4X8 ASTM C617 P17798 6/7/2010 28 4X8 X ASTM C1231 P17798 ASTM C780 P17798 Other P17798 P17798 Test Results Remarks FR 119588 Conforming Results Reviewed By W Date Reviewed s-17-/v Non-Conforming .q- Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties: ASTM C-39 +/-8% Form 0310l Revision 2 Effective Date 1210210J. The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without Ine writlen permission of the client and Krazan 8 Associates. n Thomas L.Aumock Consulting Fire Code Inspector 2303 Hendricks Street,Port Townsend, WA 98368 Home Office(360)385-3938 Email:taumock@cablespeed.com Cell: (360)643-0272 PLAN REVIEW MEMORANDUM TO: Scottie Foster,Adm. Asst., City of Port Townsend Development Services Department DT: 27 July 2009 FR: Thomas L.Aumock,Consulting Fire Code Inspector, East Jefferson Fire& Res c RE: BLD09-140: Renovation of Police Bldg. To Visitor's Plaza CC: None I am in receipt of the set of plans for the above-referenced proposal from your office. have reviewed the proposal with the International Fire Code [I.F.C.], 2006 Edition and Washington State Amendments. The following constitutes this plan examiner's findings and determinations based upon the plans of record submitted. Findings& Determinations: 1. The proposal was reviewed as a 2,795 square foot finished, remodel of an existing Group B occupancy with Type 5-B construction classification into a proposed Group A-3 "Visitor's Plaza". 2. Addressing for the proposal shall be consistent with City of Port Townsend Municipal Code standard for size, and be in a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background [I.F.C. Section 5051. 3. Key box access to or within the subject structure for emergency services delivery is required to be installed at the main entry and at the northeast entry location,to contain key(s)to gain necessary access to the structure in its entirety [I.F.C. 506]. The proponent shall contact the administrative office of East Jefferson Fire& Rescue to obtain the proper key-box application forms. 4. Access to building openings is designed consistent with the I.F.C. Section 504. 5. An automatic fire suppression system (sprinklers)is not required under I.F.C. Section 903.2.1.3. Since the frontage and east side of the building each have more than 20 square feet of windows and doors, no additional openings on the non-window sides of the building would be required. Therefore I.F.C. Section 903.2.10"windowless stories" sprinkler requirement would not apply. 6. An automatic fire detection alarm system is not required for this occupancy under IFC Section 907.2.1 of said Code as the occupancy load of less than 300 persons. 7. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Statidard 10, which normally requires a 2-A:10-B:C minimum-rated fire extinguisher at the exits. Mounting height shall not exceed 40-inches to the top of the extinguisher for this A.D.A. "accessible"facility. 8. Fire flow and fire hydrant guidelines are derived from I.F.C.Appendices B and C.The base fire flow is 1,500 gallons per minute from one fire hydrant, minimum. The primary fire hydrant is located at Water & Madison Sts. The secondary fire hydrant is located at Water and Quincy Sts. The hydrants meet the proximity guideline of Code,and the hydrants each flow at 1,500 gallons per minute each. Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. 1.0 hours time was logged in the review,report,and filing of this proposal. It is the recommendation of this consulting fire code inspector that the proposal be approved subject to the aforesaid requirements of the International Fire Code. RECEIVED _-= WOOD HARBINGER JUL 18 2011 Mechanical and Electrical Engineers BY: July 15,2011 Mr.Tom Miller Project Engineer City of Port Townsend 250 Madison St,Suite 2R Port Townsend,WA 98368 Project: Port Townsend Cotton Building WH 08108 Subject: Water Closet Installation Dear Mr.Miller: Since the Contractor has now installed the 3395 Anchoring Assemblies and the M40 Auxiliary Supports for the Water Closets as specified,the Water Closet installation has now been completed per the contract documents. Sincerely, WOOD HARBINGER,INC. Mechanical and Electrical Engineers Tara L.Frentrop,PE Mechanical Engineer 1,.FRE \\ y Z `rs! NAL F 425,822.4338 Bellevue.WA 98004 CITY OF PORT TOWNS PERMIT ACTIVITY LOG PERMIT # BLI-,)O9 — b DATE ItECEIVF.,D SCOPE OF WORK: / DATE ACTION INITIALS U ENTERED INTO CHET S� CHECKED FOR COMPLETENESS QC p 12 1 `T D kin - c MA 10 -z s � J `J T i J - ' ' all VA a, a J f I I - )'_H n l S, Zoning: ` Setbacks OK? cjuy bj,6 R Lot Size: u -Building Size: j Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? % 1 /QQf�-��'�/. Sal f��icy-e��C'� fCd� ram✓!' t✓ Demo? ,e.� 0�1 Historic Rev? -?-� ()c�t /1 LtJ f t'� l� L 0%—0/ Notice to Title? Lots of Record? :7d r �o�poarro�y BUILDING PERMIT City of Port Townsend Development Services Department awn 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-140 Permit Type Commercial Miscellaneous Project Name RENOVATE COTTON BLDG. Site Address 607 WATER ST Parcel# 989700601 Project Description RENOVATE COTTON BLDG. Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant City Of Port Townsend Owner City Of Port Townsend Fee Information Project Details Project Valuation $850,000.00 Entered Bid Valuation 850,000 DOLL Plan Review Fee 3,182.56 Units: Heat Type: State Building Code Council Fee 4.50 Bedrooms: Construction Type: V -B Technology Fee for Building Permit 97.93 Bathrooms: Occupancy Type: A-3 Building Permit Fee 4,896.25 Record Retention Fee for Building 10.00 Permit Total Fees $ 8,191.24 Conditions 10. GC and mason to hold pre-construction meeting with HPC staff&representative for paint removal, including mural, and masonry restoration. 20. Final HPC Design Review approval required for all exterior lighting and exterior building colors. ***SEE ATTACHED CONDITIONS *** Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name i 11a `Liz_j Date Issued: 10/28/2009 py Issued By: FSLOTA Signature IJ�� J _ Date % Date Expires: 04/26/2010 Development Services of poor rO�y 250 Madison'Street;#Suite'3`� 8368 PortTownsendV ,,9 " Phone:360-379.-5095,,, dX F >360 344 4619 ax gcWA www.cityofpt.us's' Commercial Building Permit Application Project Address &Zoning District: Legal Description (or Tax#): Office Use:Only Addition: PORT TOWNSEND O.T. Permit. 607 water street, Port Townsend, 11 WA 98368 / P-1, Historic Overlay Block. 6 # �L 4 9=-/'7�® Parcel# Lot(s): 1-5 & 7, TL DIST 26-31 Assoc ate Per is 989700601 L-V�V Project Description: RENOVATION OF CURRENT POLICE DPT. BLDG. INTO A VISITOR'S PLAZA. SEE SHEET A101 FOR MORE DETAILS. ` Y Applications accepted by mail must include a check for initial plan review fee of$150 See the"Commercial Building Permit Application Checklist"for details on plan submittal requirements. f Property Owner: Lender Information: Name: City of Port Townsend Lender information must be provided for projects Address: 250 Madison St. Suite 2IZ over$5,000 in valuation per RCW 19.27.095. City/St/Zip: Port Townsend, WA 98368 Name:5emo, Grc►crt '-`0?,) Ccuoc(1 Bond Phone: 360-379-4416 timller $_�Jr� 00 Email: cit Project Valuation: timller@cityofpt.us us @ � Y p � ----�------------ Contact/Representative: Construction Type: V-B, non sprinklered Name: Tom Miller, City of Port Townsend Occupancy Rating: A-3, community hall Address: Same as above Building Information (square feet): City/SUZip: Same as above I(� �� (� r `I/7 ['� ems`floor 2,525 Restrooms: 431 Phone: Same as above I I U1 IN floor NA Deck(s): NA Email: Same as above I I( III 1 inn 3`d floor NA Storage: NA 9 I u I v v �vv Basement: NA Is it finished? Yes No Contractor: I CITY OF PORT TOWNSEND Other: Name: TBD, Public Bid process DSD - —New ❑ Addition ❑ Remodel/Repair D( Address: Change of Use M / IIU) '� � suysl City/St/Zip: Ill Phone: Email: III III II I I w j 6 20�9 I� Total Lot Coverage (Building Footprint): Square feet:2,795 % 23.3 State License#: I L_Exp.. _ I UiIY OF PORT TOWNSEND Impervious Surface: (site improvements under City Business License#: _ USA Square feet: 9;205 separate permits) I hereby certify that the information provided is correct,that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: -T•i-A O tA A,.:5> Signature: 4JL2Date: D-7 A (6 COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels E� Commercial building permit application. ❑ Non-Residential Energy Code forms: * Lighting * Mechanical * Envelope E� Three (3) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: El`/Title Page/Cover Sheet: 1. Project identification 2. Project address, legal description, location map, tax parcel number(s) 3. All design professionals identified including addresses and phone numbers 4. Name, address, and phone number of person responsible for project coordination 5. Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes 2/ A site plan showing: 1. Legal description and parcel number(or tax number), 2. Property lines and dimensions 3. Setbacks from front, sides and rear in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers E3'/ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans --.� ----:---- \ 3. Floor joist size and layout '� �! u; ;1 4. Holdowns I�J I -/5. Foundation venting rl 13 Floor plan: JUL 1 6 2009 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations CITY OF PORT iOVgNSEND DSD 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing Ede Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height _ 10.Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations with existing slope of the land in relation toialll,p�roposed-sstructures ❑ If architecturally designed, one set of plans must have an original,signature I EKlf engineered, one set of plans must have one original signaturle L' JUL 2669 n L CITY OF prim TOWNSEND D S D OF QORT TOE City of Port Townsend Public Works Department 9�¢ YWA Visitor Plaza Conversion Project (Cotton Building) fillyou '�� Preconstruction /Project Kick-off Meeting Welcome Comments/ Introductions—Tom Miller,Project Manager • Contractor—Fischer General Contracting, Inc.—CONGRATULATIONS! • Issue Notice to Proceed IL)Ko- • Architect—Ari Jackson Ellison Murakami(AJEM) • Owner—City of Port Townsend—Staff Comments �� — Issue Building Permit—Fred Slota,Building Official aff,off mr-pr w - , • Inspection procedures — • Special Inspections by Krazan • Hazardous Materials Inspections by Krazan • Electrical Inspections by L&1 Project Scope and Overview—Yuko Kunugi Project Architect AJEM • Brief review of plans-highlights Project Staging and Pedestrian Traffic Considerations • Review revised plan and comment Questions or comments? G A SAFE project is a SUCCESSFUL project. - Break for dismissal of disinterested parties- Short Work Session (AJf'M-Fischer-PM) a .. • Issue contractor drawing sets and specifications � rl • Review Project Schedule • Review Contract Administration Fonns 1 O�pORT TOw y City of Port Townsend Public Works Department Visitor Plaza Conversion Project (Cotton Building) Preconstruction /Project Kick-off Meeting Welcome Comments/Introductions—Tom Miller,Project Manager • Contractor—Fischer General Contracting,Inc.—CONGRATULATIONS! • Issue Notice to Proceed • Architect—Ari Jackson Ellison Murakami(AJEM) • Owner—City of Port Townsend—Staff Comments Issue Building Permit—Fred Slota,Building Official • Inspection procedures • Special Inspections by Krazan • Hazardous Materials Inspections by Krazan Electrical Inspections by L&I Project Scope and Overview—Yuko Kunugi Project Architect AJEM • Brief review of plans-highlights Project Staging and Pedestrian Traffic Considerations • Review revised plan and comment Questions or comments? o A SAFE project is a SUCCESSFUL project. Break for dismissal of disinterested parties- r� Short Work Session for Project TEAM(AJEM-Fischer-PM) - _ • Issue contractor drawing sets and specifications • Review Project Schedule • Review Contract Administration Forms 1 An Invisible Killer � � � ItM °���� ^t�- IN A,n Asbestos fibers are more than 1,200 times }W�1eti�I�S'beStOS�RelT10\/c'�� IS` � � � r`T ION thinner than a human hair. When released into � RegUlred '�, �QVC the air, asbestos cannot be seen and quickly f � � ` Ov circulates through our home. If inhaled, these re an asbestos contractor If y0U AOMM ,. fibers become trapped in lung tissues. Extensive �deeitleto�have asbestoare edyour �� a safest an"d mo is efficient o tionis t'o hire � medical research has shown that asbestos fibers t p �e5*�x a�state�ertified asbestds1,abatement� s �C can cause lung cancer and mesothelioma, a cancer elm WA 10 t-aEOR W ese"experts employ removal' a of the tissue that lines the chest cavity.Worse, �F; the fibers linger permanently in the lungs teen mquesunavailable tondo it£yourselfAA g P Y g � e� � � �� can tri er these illnesses as much as 30 years `homeowners, therebyensuringasbestos �C .� gg Y � 99{f after the initial asbestos exposure. isweffectively a ndsafelyremoVetlThey ygRB Qp���. �' � OR•JEFFERSON•MASS also perform air monitoring to ensureZthat What is asbestos? ..the air n§Y u home meets acc�ep ab el � I � i,*�ngvi, Asbestos is a naturallyoccurring mineral fiber i'standardssafter theyroleet isicomp eted 0,11111 � � g ° d4i � s d fv�� Bonded,msurewasbestosWabatement that has been used in more than 3,000 different � Ot construction materials and manufactured dontrdctbWare In the yellow pages off your �Md H. , N' �� products. It is commonly found in heating telephone directory under asbestos Get � � system insulation, decorative spray-on ceiling severalbltlstandCheekreferenceSbefore `a 5E gAtreatments,vinyl flooring, cement shake siding, � ,gmakinga�selecuon � { �� � � a + ��,.x x n �,��"� ' fin. s � � ; Au- and a varietyof additional materials. fi y�Do,the-work yourself Many protects rn sq{ s The asbestos content of different materials eanbedOnesafely `ifspeGifiC Work , �� � �� � '; ' varies accordingto the product and how it roeedureS are�stnetly followed Sorne �3 fy is used.Among those materials with higher pro ects are vehazardouS'and concentrations of asbestos are insulatin beyperformed onl b at]g atemnte products on heating systems and sheet vinyl yn",eontractor I u i S,i rn p o r.ta n V.for ybut healqN,IV th flooring. If asbestos-containing materials are and afety that you perform'the�workv 6 � disturbed the may be dangerous to our health. CorrecME- Despitealls onsafe and legal 1 ' � Y Y g Y n���`asbestos handlm� ractices�can�be�found� �� `� the on-going prevalence of asbestostos z in the things around us there is no safe level ORCAA orgzM t , g s _ of exposure to airborne asbestos. That's why ' medical, environmental health, and regulatory More Information � O organizations stress the need to protect health by ORCAA can provide you with recommended 41, minimizing exposure to airborne asbestos fibers. procedures to follow when taking on a � x g P P g u This is particularly true when asbestos fibers homeowner asbestos project. ' accumulate at higher levels. That can often result Call (360)586-1044Ii t �� from improper disturbances and removals of or 1-800-422-5623 (WA only) or visit � � asbestos-containing materials. www.ORCAA.orgEEO N, lla" Min;imize3tmhe Dangers When You Find IV Asbestos x Ilie rowan ' Mari of do-it- ourself home m g g PoP t5' Y W�1e1'e You`'Might Flnd Youve confirmed the presenceofasbestos Don{t x r repairs�and-renovations has increased the panic. There are some ea and safe-alcerna Ves � ��� � Asbestos p ( ) possibilitiesof asli'estos exposures. If you own to costly and time-consuming._asbestos re ands e ide Nasingle-family home,you are Heatin S stems: It S CQrrimOn t0 find � R t asbestos m Insulation on old furnaces Leave it alone:Remember, zs a t allowed�"to$6`26, our own asbestos removal during t , � q- _ and3bollers heath ducts and hot`water problem only iffibers are releasetothe�°azr. home r�enO,�.ation$projects, but the process is not g pipes Asbestos-containing materials that dre zn good + ; easy,not ine pensi e. Many remodelers find that y# s hiring.avqualified""bestos-removal company is Spray on;'Ropcorn"CeIIIngS.ThIS repair and remain undisturbed wzll o�e ase asbestos fibers. The safest, eazest and least-« better�optior Homeowners who do decide heavy texture appllcation.was a common { W expensive option may be to leavetzt alone For tggacklenth asbestos removal job themselves asbestos containing eellrng treatment from.;; � f A� s example, rather than removin a sheet vzn l mustbes r tired for the task. mId1960S,throu h"'the 1980s P g on-liPk"° g_' or with abestos backzn zt ma bey o�sszble to g y, ,P c �� •' 'UInyI�FI00nng Sheet vlllyl and t118S la the new sheet vinyl on to Hof iheold I y y P i Before you Act, CALL may,,,.contain'asbestos.-'sheet vinyl:can ' k Repair e5 encapsulate:Sometzmesabest Asbestos�removal is difficult, time consuming be dangerousJo remove because;it,, aNK nd.dangero s5Before any work is done, please mayb2 backed with felt contalnirig high e can be repaired or encapsulutedrather thane V .. removed.A ew inches o torm"lo se r it ed contact�the®lympic Region Clean Air Agency COnCentratl0nS of asbestos: f f ) toghe latest information on safety asbestos tape wrap on heating�ductscan be • Siding Cement asbestos;board`siding a sealed with aint or duct to eA practices aiidlegal,requirements of asbestos P , Is a very dense, battle product used w � e % s9 a .r r emoval You can+reach ORCAA at (360) 586- pnmarllytln the 1940s,1.950S and,:II1t0 the Encapsulation often is the bes optiomwhi , 11 dealing with insulation on healing systems acrid 1960s s ceilings. •: MiscellaneMOW ous aAd'ditional materials that a �Icleintify the Asbestos „: : 1i , R, ma contain asbestos Include acoustical " y�n4 , t There are two types of encapsulants Penetrating Befoceyou starta home renovation project, ceiling files,'plaster;rstueeo;knob and enca sulants see into asbestos cori rain Y you at re uued�to find out if there is asbestos p p s< g tubewire Insulafion and artificial to sand; " ' g materials and bond with asbestos fibers The; presenin your worksite. The first step is to bucks More than 3'000' roducts;are y . �� � E p" have little impact on the outward appearance %look for asbestos�markings on the product you knoWn�tO Contain asbestos: " v , ` � of treated materials. Bridging encapsulant are re la Tn /re airing. If this approach doesn't � � g products,such as paint,coat asbestos contamin d � rwotic,submit a small sample for laboratory f p p Fa g�* "u materials with a more durable surface They `` Ea analysisstisinimal. Laboratories are listed `► are most commonly p used on pocorn,ceilinog �f the°. ellowg, a es under"Asbestos-Consulting " Ne �y�„p"g' °- and furnace/heat duct insulatioii�,Iotethat��= g d nd'Iesting�: Ask a laboratory technician towpm there may be other costs and risks.involveci F,or instruct�you�how to safely take a sample. If you « s example, painting may make alifiiture removal deci�e not=tocheck for asbestos in a suspect ; more difficult. , Y e,material,youlmuusstassume it contains asbestos andi�treat it accgrdi�ngly. microscopic view of asbestos fibers f t �v is +9 R tftosIn. r m (�y .: "' F .�'...y'k�/o-i"�;,_�Jk�4i�• $ry�li. 4 �"'s�9M w15r��hr"�{f��h�'"'� 5'. 1 n k $3 � � v " �.: .Knd � s- �ii ✓► �" Yh ��� t:"{.YfiykYY30l� L, y..-..-..�.. r ✓ ,� qg ,y ': .'� 4�� t" 7".�tlo`t' 7; .,*.w»m^*r�'""�.,• Yg m ;a:"R Baas „ w. 's� ' tis"y' f `Y"zu<`'n^ter t a s: • F ,,.�' _ "`"d ,�.4fn'h, nk.mks» d -Y' .{ y k 3 t` ��a ���� '.. �{k s : �.w� # '� R s r �, g � ?' � � I j# { y y �'a �'" ,�, '�•c �,4 t{ �� 5 :',.,t r a r..,.r. ;P �a`�' s- ��. t'� r •E.F9`'�°3N' �'�. � "ttx u �v.k'9�'Aic�' °az.�.4 �'S x.. ``�.,u: „>�?,„^z :<: "s� se"` 'v"�,r v. 'a.. �R €�a°`--•, e..� �„�'sa'"� c��'��12 r a '14�'^' s''.,Il'"". r k:.. � $na�•`a�q 4r �"!f"1�ke$ TF' ir� F�" �P y. k,�3 -_ �a. 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Asbestos may be present in several locations in your home, but it is not cause for concern as long as it is maintained in an undamaged state. The graphic above shows some of the more comthon areas in which asbestos may have been used in your home so that you will be aware of its presence should you need to repair or replace any of the items listed. Ifany of the items that might contain asbestos are broken or damaged, treat it as if you know it DOES contain asbestos until you can prove otherwise. Asbestos Removal Practices Frequen tl y Ask Questions About Asbestos, • Before beginning an asbestos project,you must x notify ( ) ( )ORCAA. Call 360 586-1044 or 800 422- u r 3 4 1' What Is asbestos? , r 5623. ,Asbestos is a group of naturally occurring"`minerals commonly used as°,an acoustics insulator thermal . •Make sure that the asbestos-containing material is insulafion fire proofing and'n other building matenals AsbestosYfibers are incredibly strong and heat A resistant thoroughly wet to keep fibers from getting airborne. n� 2 Why'is asbestos a hazard? r • Plastic sheeting needs to be placed on the floor, up " Asbestos is matle up of microscopic buntlles of fibers that may become airborne when dlstnbutetl f walls and over storage areas to ensure that asbestos These fibersyget into the air and mayrbecome inhaletl into the lungs, whe're�th'ey may,cause significant"" ends up on the plastic and nowhere else. fiealthprobiemS • Use 6-mil(or stronger) plastic bags for disposing of 3 When Is asbestos a;haZard? debris or it must be sealed in leak-tight containers. Asbestosis not always an immediatekhazard In fact if asbestos7-contaiRing matenals can be maintained • m good;condition' it Is recommended that'it be Ieftundlsturbed, with periodic monitoring o ensure'it Everyone working on the project must wear an remains in good condition It;s only;when asbestos-containmgmatenals are disturbed or the matenals asbestos-rated respirator,disposable coveralls,' become damaged that it becomes a hazard o les disposable loves and rubber boots are . g P g 4 How"a�e�astiestos-containing materlalsnmalntamed? Encapsulation involves applying a thicH'iyerof an encapsulant, much like latex paint that binds:the Known Health Issues Linked surface of the material together to prevent the rnaterail from becommg4rbome to Asbestos Exposure 5 When Is It necessary to rerh'' b' tos con, inin%,maferial& "There is no law than ays asbestos has to''be removed it is only when'the material`can no longer •Chronic(long-term)inhalation exposure to tie rnamtained in good condition, or when,, a building is to be demolished or„renovated,`fhat proper; asbestos in humans can lead to asbestosis, a removal may become the only option lung disease characterized by a diffuse fibrous 6 When Is,31t required'to have a bulldin'g Inspection o"r survey? z scarring of the lungs. Fetl era l regulations require all non tested;material to be presumed t, contain,asbestos Any builtlmg owner who is renovating or{demolishing a building is requiredusby�federa! law to haveY their buildings •Inhalation of asbestos bens call caused orm , f s.urvey"dforasbestos containing materials of lung cancer known as mesothelioma(also ; 7 How Is'asbestos removed? , , ` � r called"asbestos cancer'). Workers remouin(] asbestos must first seal call ossibleentnes and exits to prevent rasbestoszafrom , 3 3 I' B 'i 3 •Individuals who smoke and are also exposed escaping in"the air Contammentsare maintained under negative,pressute and the air is exhausted ,°` to asbestos have a greatly increased risk of 'through special filters that make urea the air exhausted "isKisafe Homeowners';working on3 do,it ourself,�renovations must�follow the same radices see ww�n developing lung cancer. Y p Y ORCAA org for more details on these practices •An increased risk for gastrointestinal cancer 8 Where does asbestos go after rt Is removed? has been linked to asbestos exposure (through After removal the�sealed bags must be transported to antl disposed of at, am EPA approved landfill inhalation and oral ingestion). ' 9 How canal tell If my buialding contains asbestos? •EPA considers asbestos to be a human The only„way,to tell;if a building material contains asbestos is to contact a certified laboratory"Any carcinogen (cancer-causing agent). rnatenal that'contains'!less than one`percent asbestos is considered,non;,regulated Materials containing less than 1 percent are not,regulated , `� ,J �, —Source:EPA's Office of Air 1';,0 Who do l�call"'if I have a'concern? k Quality Planning and Standards Contact the Olympic Region Clean Air Agency 2940 B Limited Lane N1N, Olympia WA 98502 (360)586 1044, vwirw ORCAA orgZci ` = provide two (2) port-a-lets - one (1) handicapped - ■ extend vent stacks by 5' MAR B L Min. Barricade ------------- i • — — — — MADI N STREET f (E) 111'-3" i C w Z z U p O • oz oa m w w Provide cones and maintaln VING. walkway ®E BUI / TIDAL NTR NCE � / / PARK 8 — ---- - 1 9" - —-- — / (E)\GARAGE TO BE DEMOLISHED ) BU -DING C3� � I ENT NCE DVVF -ULC I •' TRENCHING. BACK FILLING AND REPAVING FOR E R AD PROPOSED POWER FROM POWER POLE THRU ACCES POINT O UNDERGROUND FEED, SEE ELEC. DRAWINGS. U Q ING m - ofI arai jackson ellison murakami ALP ARCHITECTURE I URBAN DESIGN I INTERIORS October 28, 2009 Mr. Fred Slota Building Official Building Department 250 Madison St. Port Townsend, WA 98368 RE: Port Townsend Visitor Plaza (Cotton building)-itemized changes from permit set to conform set Dear Fred; Per directed by Tom Miller, please see below for the list of items changed from permit set to the conform set. General 1. HM101: Hazmat sheet HM101 has been added. Architectural 2. A101: Limit of construction has been noted to show staging area. 3. A101: note "(E) POWER POLE" has been added for clarification. 4. Al 10, A201: location of crawl space access has been shown for clarification. 5. Al 10: additional cabinetry has been shown as to be removed. 6. Al 10: existing ceiling material legend has been added for clarification. 7. Al 10: note #18 and #19 has been revised to provide more detail descriptions of existing floor conditions. 8. Al 10, A113: note #29 has been added for(E)wood flower planter box to be removed. 9. Al 10: note #30 has been added for(E) interior plaster to be removed where brick wall to be exposed. 10. Al 10: several notes have been revised from "windows"to "sash"to accurately describe the intent of demolition work. 11. A111, A112, and A113: note #40 has bee revised to salvage chimney bricks for reuse at the wall infill. 12. A112: note #52 has been revised to show lead paint content in existing mural. 13. A113: Elevation 3-garage building outline has been shown for clarification. 14. A201: R-value of insulation has been added to wall types. 15. A201:Wall type 7 has been added to detail explains infill wall construction. 16. A202, A303: Men's restroom ceiling framing has been revised to provide mechanical duct enclosure, similar to Women's restroom. 17. A202: Restroom lighting has been revised to wall mounted fixture from ceiling mount fixture. 18. A301: Masonry wall repair/replace quantity note has been added for bidding purpose. 19. A301,A302: detail bugs are added to provide details. See sheets A701, A702 and A703. 20. A303: Building section has been revised to show crawl space ground level to shown vapor retarder. 21. A304: detail bugs are added to provide details. See sheets A705. 22. A401: Room 101 north elevation-noted are added to clean exposed brick wall. 23. A401,A403: exit signs are added. 24. A401: Room 101 west elevation-mechanical grille locations are identified. 25. A403: Room 104 and Room 105-elevations are revised to reflect mechanical duct enclosure. 26. A601:Window schedule and glazing legend has been revised to clarify location of safety glazing. 27. A601: Door type 'C' has been revised to match glazing proportion to the existing doors. 28. A601:Window type-detail bugs are added to provide details. See sheets A701, A702 and A703. 29. A701: Detail 1 and 2-Parapet flashing has been revised to show drip flashing. 30. A701: Detail 10-Expansion joint has been added to separate new conc. slab to existing side walk. 24zt . se E 4h u.enu sEatde wa 9612' v '{'�323 8800 f ',M wcu_ `:8 31. A702: Detail 8 and 9 has been added to provide details. 32. A703: Detail 1, 2 and 9 has moved to sheet A705 for better drawing organization. 33. A703: Detail 5 and 6 has been revised to provide more detail descriptions of existing floor conditions. See detail 8, 9, and 10/A705. 34. A703: Window details are added to provide more detail descriptions of work. 35. A704: Detail 1 -wood cladding substrate has been revised from GWB to plywood. 36. A704: Detail 8-Fur-out wall behind the X-bracing has been removed to expose brick wall. Isometric detail has been added to clarify corner wood detail. 37. A704: Detail 10-has been revised to provide detail construction. 38. A704: Detail 11 -has been added for clarification around window opening. 39. A705: Signage and floor base details have been added to provide more detail descriptions of work. Structural 40. S1.1: Special inspection notes have been added under Quality Assurance per City's comment. 41. S1.1: Masonry type has been revised from Type'S'to Type '0'. 42. S2.3, S4.1: notes and detail has been added to describe infill wall. See 12/S4.1 43. S4.1: Detail 10-has been added to provide detail construction. Mechanical 44. M201: Register grille to Lobby has been revised to be (3) 18x6. 45. M201: Restroom exhaust grille has been revised to be wall mounted. 46. M201: Restroom alcove supply grille has been revised to be wall mounted. 47. P101:Additional sink is shown to be removed. Electrical 48. E200: note #5 has been added for additional scope. 49. E201: notes #13, 14, and 15 has been added for additional scope. 50. E201: General note has been added to describe data cabling. 51. E202: Fire alarm system has been added. 52. E301: notes have been added to describe exit sign mounting ht. 53. E301: Restroom lighting has been revised to eliminate ceiling mounted lights. "Bug eyes" are substituted with battery pack fixture (type CH E). 54. E401: light fixture schedule has been revised to reflect the change noted on E301. Please feel free to call if you have any questions. Thank you very much. Regards, ARAI JACKSON ELLISON MURAKAMI Yuko Kunugi Associate cc:Tom Miller, Rich Murakami, File 200 hin on State Nonresidential Ener A Code Co a Form 2006 Washington Slate Nonresidential Energy Code Compliance Forms Revised July2007 Project Info Project Address 607 water St Date 10/5/2009 Port Townsend, fat 98368 For Building Department Use Applicant Name: Applicart Address: Applicart Phone: Project Description 113 New Building 0 Addition 13 Alteration ®Change of Use Q Prescriptive ® Component Performance 13 Seattle ErwStd Compliance Option (See Decision Flowchart(over)for qualifications) 13 Systems Analysis Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Total Glazing Area Electronic version:these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in (vertical&overhd) divided by Wall Area times 100 equals %Glazing the Gross Exterior Wall Area if they are insulated to the level required for opaque 443.0 - 2542.0 X 100 = 17.4% 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete,/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each no qualifying assembly below. 0 yes Check here if using semi-heated path and if project meets all requirements for semi-heated Semi-Heated Path • spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. no Only wall insulation requirement is reduced(2006 change). Only available in prescriptive Envelope Requirements(enter values as applicable) Opaque Concrete(Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic 38.0 If project qualifies for Concrete/Masonry Option,list walls All Other Roofs 30.0 with HC_>9.0 Btudit2-IF below(other wa0s must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' 19.0 from Table 10-9 in the Code. Below Grade Walls 10.0 Wall Description U-factor Floors Over Unconditioned Space 30.0 (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors 10.0 Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.400 Overhead Glazing 0.600 Maximum SHGC(or SC) Vertical/Overhead Gazing 1 0.400 1.Assemblies with metal framing must comply with overall U-factors Notes: D U OCT 2 6 2009 Of PORT TOWN GTr SEND DSD �` � aR- _ ._.. . - _- --- - (� � d ,� '� � i .. d 200QJ&hinaton State Nonresidential Enea Code Co a Form • • ' • . • 2006 Washington State Nonresidential Energy Code Compliance Forms Remsed July2007 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building Electric Resistance:Space heating systems which use electric envelope requirements,the following two categories comprise all space 7EIecMtfl resistance elements as the primary heating system including baseboard, heating types: radiant,and forced air units where the total electric resistance heat Other:Al other space heating systems including gas,solid fuel,oil,andcapacity exceeds 1.0 W4?of the gross conditioned floor area.Exception: propane space heating systems and those systems listed In theHeat pumps and terminal electric resistance heating in variable air wlume exception to electric resistance. (continued at right) distribution systems. Resistarxe Yes Heat? All Insulation Installed? All Insulation Installed? Below Grd Wail(ext) R-10 Wood Meta Below Grd Wall loth) R-19 Below Grd Wall(ext) R-10 R-10 Roof Over Aftrc R-30 Below Grd Wall(oth) R-19 U-0.062 All Other Roof R-21 Roof Over Attic R-38 U-0.031 Raised Floor R-19 All Other Roof R-30 U-0.034 Slab-On-Grade R-10 Raised Floor R-30 U-0.029 Radiant Floor R-10 Slab-Oa-Grade R-10 R-10 Opaque Door U-0.60 I Radiant Floor R-10 R-10 O acue Door U-0.60 U-0 60 No Y e Yes N Mass Wall Above Grade G Wall R1 Mass Wall NO Criteria OK? o wood,a Criteria OK? No-► (below) Wall R19 OA62 me (below) Yes Yes Yes Yes AG Mass Wall Insulation Req. AG Mass Wall Insulation Req. Mass Wall U0.15(R5.7ci Mass Wall U0.15/R5.7ci CMU Block Ins.Cores Yes_CMU Block Ins.Cores Wood Frame R19 Wood Frame R19 Metal Framed R19 a Metal Framed U0.062 No Glazing Criteria Met? Glazing Criteria Met? No Glazing Vert OH Glazing Vert OH Area% UVal UVal SHGC Area% UVal UVal SHGC 0-30% 0.55 0.70 0.45 0-30% 0.40 0.60 040 30-45% 0.45 0.60 0.40 >30 Not Allowed, >45% Not Allowed No Yes Prescriptive es No Path Allowed IF Component Performance, 1111. Systems Analysis,or EnvStd Required Concrete/Mason Option* Wall Heat Capacity (HC) •ffthe area Assembly Description Assy.Tag HC" Area(sf) HC x Area weighted heat capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option maybe used. "For framed walls,assume HC=1.0 unless calculations are provided;for all Totals other walls,use Section1009. Area weighted HC:divide total of(HC x area)by Total Area 200 hin on State Nonresidential EnergyCode Co WFor • • ' • NWW40111111 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July2007 Project Address 607 Water St Date 10/5/2009 Space Heat Type 4D Electric resistance Q All other For Building Department Use Glazing Area as%gross exterior wall area 17.4% Prop. 30.0% Max.Target Concrete/Masonry Option O Yes 0 No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&page If U-factor x Area A =UA U x A U-factor x Area A =UA U x A U=0.967 Plan ID:A601 0.967 25.0 24.2 0.400 443.0 177.2 U=0.400 Plan ID:A601 0.400 418.0 167.2 Glazing% Electric Resist. Other Heating rn U= Plan ID: 0-30% 0.40 0.55 r 'F4 U= Plan ID: >30 45% see note above 0.45 > O U= Plan ID: U= Plan ID: U= Plan ID: Y( U= Plan ID: 0.600 Q U= Plan ID: Glazing% Electric Resist. Other Heating Iq m U= Plan ID: 0-30% 0.6 0.7 U= Plan ID: >30-45% see note above 0.6 m w U= Plan ID: L m U= Plan ID: Ir O 6 U= Plan ID: U= Plan ID: 0.600 0 w U= Plan ID: 0.600 Cr °o U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 N R= Plan ID: 0.031 o m O R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 R=30.0 Plan ID:A304 0.031 2801.0 86.8 0.034 2801.0 95.2 m o R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.046 R=11.0 Plan ID:A304 0.059 1965.0 115.9 0.150 2099.0 314.9 R= Plan ID:A304 0.169 68.0 11.5 ** R=15.0 Plan ID:A304� 0.048 42.0 2.0 ** R=19.0 Plan ID:A304 0.040 24.0 1.0 Electric Resist. Other Heating m U R= Plan ID: Frame-Wd 0.062 0.062 Q R= Plan ID: Frame-Md 0.062 0.109 O R= Plan ID: Mass Wall" 0.15 0.15 "Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ++see mass wall Criteria R= Plan ID: Ca 0 3 R= Plan ID: Electric Resist. Other Heating m m R= Plan ID: Int Ins 0.062 0.062 c7 Note:if insulated to levels required for opaque walls,list above With opaque walls Ext Ins 0.07 0.07 m rn R=30.0 Plan ID:A304 0.031 2801.0 86.8 0.029 2801.0 81.2 -o R= Plan ID: Electric Resist. Other Heating o $ R= Plan ID: 0.029 0.056 c LL D R= Plan ID: o m R= Plan ID: 0.540 m R= Plan ID: Electric Resist. Other Heating 6) R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls,indicate core insulation material. Totals 8144.07 495.4 Totals 8144.0 668.5 To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shag equal Target Total Area. 200,-. Ne Form Climate Zone 1 ENV-SHGC 2006 Washington State Nonresidential Energy Code Compliance Forms Reused Ju1y2007 Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC' x Area A =SHGC x A SHGC x Area A =SHGC x A ID:(E)SINGLE / A601 0.640 25.0 16.0 0.400 443.0 177.2 ID:GL-2 & GL-4 / A601 0.350 418.0 146.3 Glazing% Electric Resist. Other Heating q ID: 0-30% 0.4 0.45 ID: >30-45% riot allowed 0.4 ID: ID: 'Note:Manufacturers SC maybe used in lieu of SHGC. Totals 443.0 162.3 Totals 443.0 177.2 For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area AdjustmentCalculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Rods over Attics Other Roofs Walls Glazing Are OG= OG= VG= 443.0 Note: OG=overhead glazing Opaque Areal2801.0 2099.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 2542.0 X 30.08 - 100 = 762.6 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remainin Ta et VG Area For Target OG's,the 762_6 — Q lesser = 762.6 — II lesser = 443.0 lesser values are used 762_6 762.6 both here and below. Proposed Opaque Area Proposed OG Area Tar at OG Area I Target Opaque Area Rods over Attics + — _ Other Roofs 2801.0 + — = 2801_0 Proposed O a ue Pro osed VG Area Target VG Area Target O a ue Area Walls 2099.0 Area + 443.0 — 443.0 = 1 2099.0 Target Areas OK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above 71 20069fthinaton State Nonresidential Enerqy Code Condlince Form 7W.shinagton • �State Nonresidential Energy Code Compliance Forms Revised July 2007 ress 607 Water st Date 10/5/2009 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes GENERAL REQUIREMENTS Sections 1301-1314 1301 Scove Unconditioned spaces identified on plans it allowed n.a. 1302 Space heat type: Electric resistant If"Other", indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans 0 allowed 1311 Insulation yes 1311.1 Insul.installation Indicate densities and clearances Spec yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; A304 Indicate face stapling of faced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced balls; Indicate above grade exterior insulation is protected; A304 Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; yes 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; A304 Indicate that insulation does not block airflow through foundation vents n.a. 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected 7a. 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where r 'd.by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as percent of gross wall area MM-UA-1 yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default A601 then specify frame type,glazing layers,gapwidth,low-e coatings, as fillings yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading Spec coefficient on glazing schedule(provide area-weighted section calculations as necessary) 108800 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A306 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A304 Indicate vap.retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A304 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes 13135 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground A304 1314 Air leakage yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping Spec yes 1314.2 Glazing/door sealing Indicate weatherstripping Spec yes 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing Spec n.a. 1314.4 Recessed Lighting Fixtur,Indicate IC rating,ASTM E283 certification,and gasketing or caulking to ceiling PRESCRIPTIVEXOMPONENT PERFORMANCE Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If"no"is shown for any question,provide explanation: 2006 hington State Nonresidential Energy Code C ance Form • , 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address COTTON BUILDING Date 6/26/2009 607 WATER STREET For Building Department Use PORT TOWNSEND, WA 98368 Applicant Name: Applicant Address: Applicant Phone: �S C. gU O , Cn .-r 9 Sjpkr EXPIRES: 12/21/p'to1 QL- L L EM`Py 2006 hington State Nonresidential Energy Code C ance Form • • • 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address COTTON BUILDING Date 6/26/2009 607 WATER STREET For Building Department Use PORT TOWNSEND, WA 98368 Applicant Name: —Coro M t l l e — Applicant Address: '7-q AdiStM 4- 1�Z ; o"t Townst.-A,U/A Applicant Phone: -J 6 0 _257 q.. 447(b Project Description ❑ New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option ❑Prescriptive 0 Lighting Power Allowance ❑Systems Analysis (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box-sec. 1132.3) ❑ Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts per ft2** Area in ft2 Allowed x Area FIRST FLOOR EXHIBITION HALL 2.00 2801.0 5602.0 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 5602.0 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed FIRST FLOOR SF1 - STRIP FLUORESCENT 7 64.0 448.0 FIRST FLOOR RF1 - RECESSED DOWNLIGHT 10 84.0 840.0 FIRST FLOOR RF2 - RECESSED DOWNLIGHT 5 84.0 420.0 FIRST FLOOR PF1 - PENDANT DOWNLIGHT 6 42.0 252.0 FIRST FLOOR PF2 - PENDANT DOWN/WALL WASH 3 42.0 126.0 FIRST FLOOR CF1 - CONTINUOUS COVE 10 64.0 640.0 FIRST FLOOR EXI - LED EXIT LIGHT 3 5.0 15.0 CRAWL SPACE SF1 - STRIP FLUORESCENT 6 64.0 384.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3125.0 Notes: 1. For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2. For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable, the wattage of current limiting devices or of the transformer. 3.List all fixtures. For exempt lighting,note section and exception number,and leave Watts/Fixture blank. 2006 hington State Nonresidential Energy Code C ance Form • • • A Is . 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: ❑ Warehouses,storage areas or aircraft storage hangers 00ther lifii Checklist Lighting o Qualification ec Fixtures: ❑ Check if 95/o or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is"Other'and fixture answer is checked,the number of (Section 1. Fluorescent fixtures which are non-lensed with a)1 or 2 two lamps,b)reflector fixtures in the space is not limited by Code. 1521) or louvers,c)5-60 watt T-1,T-2,T-4,T-5,T-8 lamps,and d)hard-wired elec- Clearly indicate these spaces on plans. If tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify. not qualified,do LPA Calculations. 2. Metal Halide with a)reflector b)ceramic MH lamps-150w c)electronic ballasts 3.LED lights. TABLE 15-1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA W/s Automotive facility 0.9 Office buildings,office/administrative areas in 1.0 facilities of other use types(including but not limited to schools,hospitals,institutions,museums,banks, churches)" Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias,fast food establishments , 1.3 Post office 1.1 restaurants/bars5 Dormitory 1.0 Retail ,retail banking,mall concourses,wholesale 1.5 stores(pallet rack shelving) Exercise center 1.0 School buildings(Group E Occupancy only),school 1.2 classrooms,day care centers G mnasia ,assembly spaces spaces9 1.0 Theater,motion picture 1.2 Health care clinic 1.0 Theater,performing arts 1.6 Hospital,nursing homes,and other Group 1-1 and 1.2 Transportation 1.0 1-2 Occupancies Hotel/motel 1.0 Warehouses",storage areas 0.5 Hotel banquet/conference/exhibition ha 111.42.0 Workshops 1.4 Laboratory spaces(all spaces not classified 1.8 Parking garages 0.2 "laboratory"shall meet office and other appropriate categories) Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Onl Manufacturing facility 1.3 Main floor building lobbies (except mall concourses 1.2 Museum 1.1 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply. In cases in which a use is not mentioned specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet,unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000,the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window,provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque).and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 hington State Nonresidential Energy Code C iance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Proj Addres COTTON BUILDING Date 6/26/2009 607 WATER STREET For Building Department Use PORT TOWNSEND, WA 98368 Name: TOM M-k- Appl.Name Appl.Phone 6 0 fj 1 b Project Description ❑ New ❑ Addition Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance ❑Systems Analysis Building Grounds ❑Efficacy>60 lumens/W ❑ Controlled by motion Sensor (luminaires>100 Watts) ❑ Exemption(list) Alteration Exceptions ❑No changes are being made to the lighting (check appropriate box-sec. 1132.3) ❑Less than 60%of the fixtures new,installed watta a not increased,&space use not changed. Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Tradable Locations Description -7 per ft2 or per If (If)or#of items x ft2(or x If) Main Entry MAIN ENTRY 30 W/LF of door widt 3.5 105.0 Other Entries ALL OTHER ENTRIES 20 W/LF of door widt 9.0 180.0 Total Allowed Watts 285.0 Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Wafts Location Fixture Description Fixtures Fixture Proposed MAIN ENTRY WP3 - WALL WASH 2 33.0 66.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 66.0 Non-Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Non-Tradable Locations Description per ft2 or per If (If)or#of items x ft2(or x If) Bldg. Fagade(by perim) FIRST FLOOR 5.0 W/If 212.0 1060.0 Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Bldg.Facade(by perim) WP1 -WALL PACK 5 33.0 165.0 Bldg.Facade(by perim) WP2-WALL PACK 4 33.0 132.0 Proposed Watts may not exceed Allowed Watts for Category 2006 N hington State Nonresidential Energy Code CoddLance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives 0.15 W/ft densities for uncovered parking areas,building Building Grounds grounds,building Walkways less than 10 feet wide 1.0 W/linear foot entrances and exits, Walkways 10 feet wide or greater 0.2W/ft canopies and overhangs Plaza areas and outdoor sales areas Special feature areas may be traded.) Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies(free standing and attached and 1.25 W/ft overhangs) Outdoor Sales Open areas(including vehicle sales lots) 0.5 W/ft2 Street frontage for vehicle sales lots in addition to"open area"allowance 20 W/linear foot Non-Tradable Building Facades 0.2 W/ft2 for each illuminated wall or Surfaces(Lighting surface or S.OW/linear foot for each power density illuminated wall or surface length calculations for the Automated teller machines and night 270 W per location plus 90 W per following applications depositories additional ATM per location can be used only for the Entrances and gatehouse inspection 1.25 W/ft2 of uncovered area(covered specific application and stations at guarded facilities areas are included in the"Canopies cannot be traded between surfaces or and Overhangs"section of"Tradable Surfaces") with other exterior lighting. The following Loading areas for law enforcement, 0.5 W/ft2 of uncovered area(covered allowances are in fire, ambulance and other emergency areas are included in the"Canopies addition to any service vehicles and Overhangs"section of"Tradable allowance otherwise Surfaces") permitted in the Material handling and associated 0.5 W/ft2 "Tradable Surfaces" storage section of this table.) Drive-up windows at fast food 400W per drive-through restaurants Parking near 24-hour retail entrances 800 W per main entry 2006*ngton State Nonresidential Energy Code C .ance Form 19 • • ' • • ' 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address COTTON BUILDING Date 6/26/2009 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the"Use"listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit(9 feet, 12 feet or 20 feet)on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding"Allowed Watts per ft2"location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor/room no.) Occupancy Description Watts per ft2•` for this room for this exception" Watts per ft2 "From Table 15-1 based on exceptions listed in footnotes 2006 hington State Nonresidential Energy Code C2jaLance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 ProjectAddress COTTON BUILDING Date 6/26/2009 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type,indicate locations yes 1513.2 Area controls Maximum limit per switch E200 /E301 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations E301 yes vertical glazing Indicate vertical glazing on plans E301 yes overhead glazing Indicate overhead glazing on plans E301 n.a. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location yes (a)timer w/backup Indicate location E301 yes (b)photocell. Indicate location E301 1513.6 Inter.auto shut-off Indicate location yes 1513.6.1 (a) occup.sensors Schedule with type and locations E301 n.a. 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 1 Max.watts Indicate watts for each exit sign E401 LIGHTING POWER ALLOWANCE (Section 1530-1532) yes 1531 Interior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps,ballasts,watts per fixture yes 1532 Exterior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps,ballasts,watts per fixture MOTORS (Section 1511) n.a. 1511 1 Elec motor efficiency MECH-MOT or Equipment Schedule with hp,rpm,efficiency TRANSFORMERS (Section 1540) r.a. 1540 Transformers Indicate size and efficiency If"no" is circled for any question, provide explanation: 2006` hington State Nonresidential Energy Code C910lance Form lm 200E Washington State Nonresidential Energy Code Compliance Forms UPRePsedJP2OO7 Lighting - General Requirements illuminated in a manner requiring manual operation of the lighting. 1513 Lighting Controls: Lighting, including exempt lighting 2. Emergency lighting systems. in Section 1512,shall comply with this section. Where 3. Switching for industrial or manufacturing process occupancy sensors are cited,they shall have the features facilities as may be required for production. listed in Section 1513.6.1. Where automatic time switches 4. Hospitals and laboratory spaces. are cited,they shall have the features listed in Section 5. Areas in which medical or dental tasks are 1513.6.2. performed are exempt from the occupancy sensor 1513.1 Local Control and Accessibility: Each space, requirement. enclosed by walls or ceiling-height partitions, shall be a a all sh 1513.6.1 Occupancy Sensors: Occupancy sensors s provided with lighting controls located within that space.The be capable of automatically turning off all the lights lighting controls,whether one or more,shall be capable of area, a more than a minutes after the area has been turning off all lights within the space.The controls shall be vacated. readily accessible,at the point of entry/exit,to personnel occupying or using the space. Light fixtures controlled by occupancy sensors shall have a EXCEPTIONS The following lighting controls may be wall-mounted, manual switch capable of turning off lights when the space is occupied. centralized in remote locations: EXCEPTION: Occupancy sensors in stairwells are 1. Lighting controls for spaces which must be used as allowed to have two step lighting (high-light and Iow- a whole. light)provided the control fails in the high-light position. 2. Automatic controls. 1513.6.2 Automatic Time Switches: Automatic time 3. Controls requiring trained operators. switches shall have a minimum 7 day clock and be capable 4. Controls for safety hazards and security. of being set for 7 different day types per week and 1513.2 Area Controls: The maximum lighting power that incorporate an automatic holiday"shut-off'feature,which may be controlled from a single switch or automatic control turns off all loads for at least 24 hours and then resumes shall not exceed that which is provided by a 20 ampere circuit normally scheduled operations.Automatic time switches loaded to not more than 80%.A master control may be shall also have program back-up capabilities,which prevent installed provided the individual switches retain their capability the loss of program and time settings for at least 10 hours, if to function independently. Circuit breakers may not be used power is interrupted. as the sole means of switching. Automatic time switches shall incorporate an over-ride EXCEPTIONS: 1. Industrial or manufacturing process switching device which: areas,as may be required for production. a. is readily accessible; 2. Areas less than 5%of the building footprint for b. is located so that a person using the device can see the footprints over 100,000 ft2. lights or the areas controlled by the switch,or so that the 1513.3 Daylight Zone Control: All daylighted zones,as area being illuminated is annunciated; defined in Chapter 2, both under overhead glazing and c. is manually operated; adjacent to vertical glazing,shall be provided with individual d. allows the lighting to remain on for no more than 2 hours controls,or daylight-or occupant-sensing automatic controls, when an over-ride is initiated;and which control the lights independent of general area lighting. e. controls an area not exceeding 5,000 ft2 or 5%of the Contiguous daylight zones adjacent to vertical glazing are building footprint for footprints over 100,000 ft2,whichever is allowed to be controlled by a single controlling device greater. provided that they do not include zones facing more than two 1513.7 Commissioning Requirements: For lighting adjacent cardinal orientations(i.e. north, east,south,west). controls which include daylight or occupant sensing Daylight zones under overhead glazing more than 15 feet automatic controls,automatic shut-off controls,occupancy from the perimeter shall be controlled separately from daylight sensors,or automatic time switches,the lighting controls zones adjacent to vertical glazing. shall be tested to ensure that control devices,components, EXCEPTION: Daylight spaces enclosed by walls or equipment and systems are calibrated,adjusted and operate ceiling height partitions and containing 2 or fewer light in accordance with approved plans and specifications. fixtures are not required to have a separate switch for Sequences of operation shall be functionally tested to general area lighting. ensure they operate in accordance with approved plans and 1513.4 Display, Exhibition and Specialty Lighting specifications. A complete report of test procedures and Controls: All display,exhibition or specialty lighting shall be results shall be prepared and filed with the owner. Drawing controlled independently of general area lighting. notes shall require commissioning in accordance with this 1513.5 Automatic Shut-off Controls, Exterior: Lighting for paragraph. all exterior applications shall have automatic controls capable 1514 Exit Signs: Exit signs shall have an input power of turning off exterior lighting when sufficient daylight is demand of 5 Watts or less per sign. available or when the lighting is not required during nighttime hours. Lighting not designated for dusk-to-dawn operation Motors - General Requirements shall be controlled by either: a. A combination of a photosensor and a time switch; 1511 Electric Motors: All permanently wired polyphase or motors of 1 hp or more,which are not part of an HVAC b. An astronomical time switch. system, shall comply with Section 1437. Lighting designated for dusk-to-dawn operation shall be EXCEPTIONS: 1. Motors that are an integral part of controlled by an astronomical time switch or photosensor.All specialized process equipment. time switches shall be capable of retaining programming and 2• Where the motor is integral to a listed piece of the time setting during loss of power for a period of at least 10 equipment for which no complying motor has been hours. approved. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where Transformers - General Requirements required for safety,security,or eye adaptation. SECTION 1540—TRANSFORMERS 1513.E Automatic Shut-Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be The minimum efficiency of a low voltage dry-type equipped with separate automatic controls to shut off the distribution transformer shall be the Class I Efficiency Levels lighting during unoccupied hours. Within these buildings,all for distribution transformers specified in Table 4-2 of the office areas less than 300 ft2 enclosed by walls or ceiling- "Guide for Determining Energy Efficiency for Distribution height partitions,and all meeting and conference rooms, and Transformers"published by the National Electrical all school classrooms, shall be equipped with occupancy Manufacturers Association (NEMA TP-1-2002). sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor,time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g.,24-hour convenience stores),or Structural Calculations for: Cotton Building Seismic Renovation 620 Water Street Port Townsend, Washington January 29, 2009 For: Arai Jackson Ellison Murakami, LLP 2300 Seventh Avenue Seattle, Washington 98121 k O s SWENSON SAY FAGET I �� A SIRUCrU9AL cNGiN[;RI;.G CORFORAr10N 2124 3rd Avenue,Ste. 100 Seattle,WA 98121 T 206.443.6212 F 206.443.4870 J U L 1 6 2C09 CITY OF PORT TOWNSEND DSO g m , U �<"�l��Q�'�. ;'.=�y -{:.`fit`_. � z' \..t•`���• -,��; 1 ENT •� r I �.DE�(p11�F0.� , ENT E \ 1 � i ref Cti-�- - f I AME n (E)GRAVEL PARKING LIJ — W I ;_to C;A'�. , ��,-- — — ELEVATED ICE CREAM F - r i F r t �v _. "�.•.� Sup c�,��tr� F[ Project Date SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Proj No. I ' Seattle: 2124 Thlyd Avenue•Suite 100•Seattle•WA 9812 Design Tel; 206.443.6212 fax:'206!443••4870 - Tacoma: 932 Broadway•Tacoma,WA 98402 1 Sheet Tel: 253.284.9470 fax. 253.284.9471 W Y a J CC., J Soy Q = v C.,A� _46.v; WIMP Project Dale RdSWENSON SAY FAGET Proj.No. A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue•Suite 100-Seattle•WA9812 �r Design Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 932 Broadway•Tacoma•WA 98402 Sheet Tel: 253.284.9470 Fax: 253.284.9471 Cotton Building Center Post RGC 12/9/2008 Column Buckling Calculations Column Geometry Data Bracing Column Stability Factor Calculation b 7.5 in Strong Axis Weak Axis d 7.5 in J Fce, 579 psi Fce2 579 psi Le, 18.00 ft Fc*, 1150 psi Fc*2 1150 psi Lee 18.00 ft Fce,/Fc*, 0.503 Fce2/Fc*2 0.503 Cp, 0.436 Cps 0.436 Column Design Values Fb 1200 psi Bearing Beam Stability Factor Calculation F, 1000 psi Area Strong Axis Weak Axis E' 1600 ksi Increase Fbe, 24389 psi Fbe2 24389 psi Fcperp 625 psi Fb*, 1380 psi Fb-2 1380 psi cb 1.00 Fbe,/Fb*, 17.7 Fbe2/Fb*2 18 Column Loading CL, 1.00 CL2 1.00 P 21000 Ibs W, 5 plf Adjusted Allowable Stresses M, 203 ft-Ibs Strong Axis Weak Axis W2 0 plf Fc', 501 psi I Fc'2 501 psi M2 0 ft-Ibs Fb', 13761 psi I Fb'2 1 13761 psi Flexural Stress Adjustment Factors Imposed Column Stresses Roof/EQ%WiWind -Co 1.15 Strong Axis Weak Axis Size Factor-CF 1.00 fc, 373 psi fc2 373 psi Repetitive-Cr 1.00 fb, 35 psi fb2 0 psi Compressive Stress Adjustment Factors Perpendicular to Grain Stress Check Roof/EQ/Wind -CD 1.15 JFcperp 1 6251 psi OK Size Factor-CF 1.00 lfcperp 373 psi Other Factors Allowable Stress Interaction Formula 0.63 OK c 0.8 z + fi' fz sl.0Kce 0.3 (M) ei'[1 lal+ es'[1 f/F�a-( i/ ea)] Kbe 0.439 Kf 1 Slenderness Check le/d 29 OK Ke 11 Slenderness Check le/b 29 OK Cotton Building Edge Post RGC 12/9/2008 Column Buckling Calculations Column Geometry Data Bracing Column Stability Factor Calculation b 5.5 in Strong Axis Weak Axis d 5.5 in Fce, 597 psi Fce2 597 psi Le, 13.00 ft Fc*, 1150 psi Fc*2 1150 psi Lee 13.00 ft Fce,/Fc*, 0.519 Fce2/Fc*2 0.519 CP, 0.447 CP2 0.447 Column Design Values Fb 1200 psi Bearing Beam Stability Factor Calculation F, 1000 psi Area Strong Axis Weak Axis E. 1600 ksi Increase Fbe, 24764 psi Fbe2 24764 psi Fcperp 625 psi Fb*, 1380 psi Fb*2 1380 psi cb 1.07 Fbe,/Fb*, 17.9 Fbe2/Fb*2 18 Column Loading CL, 1.00 CL2 1.00 P 8300 Ibs W, 0 plf Adjusted Allowable Stresses M, 0 ft-Ibs Strong Axis Weak Axis W2 0 plf Fc', 514 1 psi Fc'2 514 psi M2 0 ft-Ibs Fb'1 I 137-6[pp—sil Fb'2 1376 psi Flexural Stress Adjustment Factors Imposed Column Stresses Roof/EQ/Wind -Co 1.15 Strong Axis Weak Axis Size Factor-CF 1.00 fc, 274 psi fc2 274 psi Repetitive-Cr 1.00 fb, 0 psi fb2 0 psi Compressive Stress Adjustment Factors Perpendicular to Grain Stress Check Roof/EQ/Wind -CD 1.15 Fcperp 668 1 psi OK Size Factor-CF 1.00 fcperp 274 psi Other Factors Allowable Stress Interaction Formula 0.29 OK c 0.8 2 Kce 0.3 (F') +Fei 1 f�/F�a Fez[1—f/FZ—(fig/Fea� �1.0 Kbe 0.439 Kf 1 Slenderness Check le/d 28 OK Ke 1 Slenderness Check le/b 28 OK co r ' Vk Project Date RdSWENSON SAY FAGET Pro A STRUCTURAL ENGINEERING CORPORATION a. Seattle: 2124 Third Avenue•Suite 100•Seattle•WA 9812 Design Tel: 206.443.6212 Fax: 206.443.4870 5 Tacoma: 932 Broadway•Tacoma•WA 98402 Sheet Trl: 253.284-9470 Fax: 253.284.9471 r Ixe otrl;lrac J ts" nC - R - FINISH FLOOR VL �—N8 DECKINGCC 4x12 WALL SECTIC•',N_-- � of � h``�=4 '�•►�..d-�. 1 t0� �'1p Project Dale MSWENSON SAY FAGET Proj.No. A STRUCTURAL ENGINEERING CORPORATION y+y Seattle: 2124 Third Avenue•Suite 100•Seattle•WA 9812 Design Tel: 206.443.6212 Fax: 206.443-4870 �11,; Tacoma: 932 Broadway-Tacoma•WA 98402 Sheet Tnl. 757.;-a4.047n Far 251.284.9471 TAw c, C� r-ovMwO LI) V.) Project Date MASWENSON SAY FAGtT Proj.No. A STRUCTURAL ENGINEERING CORPORATION 1-4, C— Seattle: 2124 Third Avenue-Suite 100-Seattle-WA 9812 Design Tel: 206-443-6212 Fax: 206-443-4870 \--I— Tacoma: 932 Broadway-Tacoma-WA 98402 Sheet Tel: 253-284.9470 Fax: 253-284-9471 + - Cry 7� 49 •�j �S Z ;. Flu (z�. U U I gC+, tr In kp Project Dale MdSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Prol.No. Seattle: 2124 Third Avenue-Suite 100•Seattle•WA9812 Design Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 932 Broadway-Tacoma-WA 98402 Sheet T..I- r - ic7.ina.au7i Cotton Building North Wall Evaluation RGC 12/5/2008 Pier Pier Dimensions Top of Pier Loads Length Height Thickness Header trib. Header Ht. Masonry Load Roof Trib Roof Load Other Loads Po P,N ft ft in ft ft kips ft kips kips kips kips North A 5r2t �a �g� raa ,E, 16 r, a5 a r q 1.6 , M D zr t 5.4 2.6 ti.E�S...:?e;.,�� N f_�r.:lva�..vn,r.n"...,. 1 -s+. tx'at. ,b�3"w..,U' .__.,}i.,�:: 1.6 North 6 w " 7 a, a `8 ' I x�S16` '' � rp10. 'r kN^"4 8 e : 8 j, 16y,'A ' 3.2 10.9 9.0 North C8A ;.e'�16 ,; t11 9 " 16.;rr,Ni 3.7 a .Y #.0 ,�;, 12.5 10.9 North D I' .8.5 " ? i8i 4ti zn'? 1;6 2 r-- s1!1.'`5,. i'�4'8a`. c' 9 F,"w+16 3.7 ,,= n 12.5 10.9 � .;�:0 .. North E6�25m 10 51s. 1.6 ,�' 9�3>',• "`.�:'t4,s8;arm„; 7 .r16 "; 3.0 0 w 10.1 10.5 ... .. North F �1'6uxtiz,� "��9, ;, "� r4 8 � t' 7 }� 16 2.9 s.bi.0 �'*!'i 9.8 6.7�_ Pier Pier Shear Capacity Pier Rocking Capacity Pier Behavior Ar, ume Va Vr(kips) FVr Vr<Va in psi kips kips kips m -• ---N -- �� North A 384 38.6 9.9 1.5 Rocking North B 1344 34.1 30.5 12.1 Rocking All Piers North C 1632 33.8 36.7 17.2 Rocking a? North D 1632 33.8 36.7 17.2 56.2 Rocking Rocking .n Controlled North E 1200 34.3 27.5 8.2 Rocking North F 768 37.6 19.2 4.5 Rocking NORTH ELEVATION Pier Demands Shear Wall Acceptance Criteria V,,,,,, 0.7 V,,,,, VP is VP<Va is VP<Vr Acceptance DCR kips kips Equations: North A 3.6 Yes No OK 0.72 vfT1e=0.56 vfe+0.75Pp/An (4-19) North B 12.6 Yes No OK 0.72 F,,,,,,=0.8 Shc (W x+0.5Wd) (4-28) North C 57.9 40.6 15.3 Yes Yes OK 0.72 Fw,,my =0.8 Ww,,+vuD (4-29) North D 15.3 Yes Yes OK 0.72 Va=0.67 vfTe D t (4-34) North E 11.2 Yes No OK 0.72 Vr=0.9(Pp 0.5Pw) D/H (4-35) North F 7.2 Yes No OK 0.72 Seismic Coeffiecient Diaphragm Strength In-Plane Shear Sri 1vu t 54Q;plf Fwx 58 kips D �',�,,�?�,. 48 ft Fwx max 75 kips Building Seismic Weight Fwx 58 kips URM Weigt120,1 p c f Masonry Strength Roof DL ,20 psf vice x50;psi Wwx107+kips Wd :3Z44;kips Cotton Building South Wall Evaluation RGC12/5/2OU8 ' Pier Pier Dimensions Top of Pier Loads ' Length Height Thickness Header trib. Header Ht. Masonry Load Roof Trib Roof Load Other Loads PD Pw ft ft in ft ft kips ft kips kips Kips K ps I Pier Pier Shear Capacity Pier Rocking Capacity Pier Behavior 7 r n psi kips kips kips Some or .� aUP�r � � Shear Controlled ~ Pier Demands Shear Wall Acceptance Criteria kips kips Equations: v,�=O.5O�,+OJ5po/A" (4'19) F.=0.8 Sm (W=,+0.5VVd) (4'20) F°, =O.8VV°°+vuO (4'29) Vo=O.O7v"n,� Dt (4'34) Vr=0.8(Pu0.5Pw)D/H (4'35) SoiomioCooffieoiont Diaphragm Strength |n'P|an*8heor ISM Pif Building Seismic Weight Cotton Building East Wall Evaluation RGC 12/5/2008 Pier Pier Dimensions Top of Pier Loads Length Height Thickness Header trib. Header Ht. Masonry Load Roof Trib Roof Load Other Loads Pp PW ft ft in ft ft kips ft kips kips kips kips East A RW3.Ir {�4T7 Q 27 _�4 ;0ui« 0 OLJ ): 26.9 16 r t 8 4 ��16 �r �L H1:6'"f�� 73 `? 19 ,: ... Of.. k 0 s ?u Of �s3`,?: 18.7 16.64 East B � xM�!3hz�'.*..+�'� ,.,.,��F r ..,.r,�...tad �a�t. .,. �..+...w�R.�^s'�. .c.'��, C' s k 2 Ka`}�r Y tl liY Kt?.�a :'p,4 k F F�NJ y„NL Ss a t` !J East C OEM .4.._T2a,• .�,a .:Lx .8 8,... ;> 3 0 2.8 0.96 East D g � 0, 0 3 O� 8.4 0.48 EastE2 ""' 3 ," ' S 41"PA, c 7�5 t 5s^�88,3 ' ` 11 tq} °````.Q �'• 0 !i 0 %Y 10.6 0.96 Pier Pier Shear Capacity Pier Rocking Capacity Pier Behavior An ume Va V,(kips) FV, Vr<Va in2 psi kips kips kips A R East A 2400 36.4 58.2 49.0 Rocking East B 2496 33.6 55.9 39.5 Rocking All Piers East C 384 33.5 8.6 2.0 99.7 Rocking Rocking East D 192 61.0 7.8 2.6 Rocking Controlled East E 384 48.6 12.4 6.6 Rocking i�'G" to'�" 't3 FAST E9_VA:nON Pier Demands Shear Wall Acceptance Criteria V,,,,,r 0.7 V,, VP is VP<Va is VP<Vr Acceptance DCR kips kips Equations: East A 26.4 Yes Yes OK 0.45 vf11e= 0.56 v1e+0.75Pp/An (4-19) East B 27.4 Yes Yes OK 0.45 F,,,= 0.8 Sd, (W�,+0.5Wd) (4-28) East C 64.4 45.1 4.2 Yes No OK 0.45 F.rnax=0.8 W,,,,,+vuD (4-29) East D 2.1 Yes Yes OK 0.45 Va=0.67 vfT1e D t (4-34) East E 4.2 Yes Yes OK 0.45 Vr= 0.9(Pp 0.5Pw) D/H (4-35) Seismic Coeffiecient Diaphragm Strength In-Plane Shear SoiWHAOG5t76 vu � 540, plf Fwx 64 kips D »a ,r?54;ft Fwx max 85 kips Building Seismic Weight Fwx 64 kips URM Weigl LV2 ,1`20'pcf Masonry Strength Roof DL �20.,psf vte N �, ' 0'I psi Wwx X ? 21 kips Wd �Vs3744 kips e� Cotton Building West Wall Evaluation RGC12/5/20O8 Pier Pier Dimensions Top of Pier Load Length Height Thickness Header trib. Header Ht. Masonry Load Roof Trib Roof Load Other Loads P, w ft ft in ft ft kips ft kips kips kips kips West C Oil 8 0 ,IR 8.4 5.76 Pier Pier Shear Capacity in' psi kips kips kips All Piers 7.6 US Rocking Wr:Y1,V-w10*N:4- Pier Demands Shear Wall Acce Criteria kips kips Equations: v"~~O.5Ovt,,+O.75Pu/A" N-19> F==0.8 G,, (N,=+0.5VVu) (4'28) F=",,,=0.8VV,=+vuO (4'29) Va O.07 D� = «=" (4-34) Vi~0-9(Po0.5Pw)D8H (4'35) Seismic Coeffiecient Diaphragm Strength {n'P|anoShoar Building Seismic Weight Strength UJ VA VA Project e MSWENSON SAY FAGET PrqLNo. E A STRUCTURAL ENGINEERING CORPORATION 3� (�,,; Seattle: 2121f Third Avenue-Suite 100-Seattle-WA9812 Design Tel: 206-4q3-6212 Fax: 206-443-4870 Tacoma: 932 Broadway-Tacoma-WA 98402 Sheet Lo T�'A&9W% I o x?A'y4 p. CC: ty t> 4- 74, (13 ww Project Ch. Date M SWENSON SAY FAGtT Proi.No. d A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue-Suite 100-Seattle'WA 9812 DesiLl::� Tel: 206-443-6212 Fax: 206-'443-4870 Tacoma: 932 Broadway-Tacoma-WA 98402 Sheet Tel: 253-284.9470 Fax: 253-284-9471 E. �'1 r S s a i t 4 s i c 7 i i Project Dale Md SWENSON SAY FAGET Pr No. A STRUCTURAL ENGINEERING CORPORATION /+ Seattle: 2124 Third Avenue-Suite 100•Seattle•WA 9812 Design�3 Tel: 206-443.6212 Fax: 206-443.4870 Tacoma: 932 Broadway•Tacoma-WA 98402 Sheet Tel: 253.284.9`170 Fax: 253.284.9471 crp"•- .� c .sr t_- - �:��� A Gel L.. 4, 10 ' \. 00 o I �CM Project Date i MSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Proj.No. Seattle: 2124 Third Avenue-Suite 100•Seallle•WA 9812 Design Tel: 206.443.6212 Fax: 206.443.4870 L\` Tacoma: 932 Broadway-Tacoma WA98402 Sheet T„i" ­1.004.ou7n Pw 7S9.9Au•0471 Current Date: 12/8/2008 1 A6 H' Units system: English Structural Engineer:sean File name:H:\Users,gcoc�ns\PROJECTS\Cotton Bld\Cotton.adv A992 Gr50 (10,17.5,0) W 6X20 Tx=0.658073[ti] L=10[ft] Z0.082566[n] �X=41.25[rip] e T\ A992 GrSO W 6X20 L=10[ft] 0 xN %0 4 Y LX ----------------- ------- ----------------------- - ------O�� 12/�/2��� 1 `�� �� [J t t��' � units system: English ns�PROJECTS\Cotton PI \ � ! ! � ^ \ / | � � \ ' ' ' \ | / | ' i - | i r ! \ ' | | . � x � i / ! i ' / � ! � � %~x� Current Date: 12/8/2008 1.50 PM units system: English Structural Engineer: sean File name: H:\Users\gcoons\PROJECTS\Cotton Bld\Cotton.adv Geometry data GLOSSARY Cb22,Cb33 Moment gradient coefficients Cm22,Cm33 Coefficients applied to bending term in interaction formula d0 Tapered member section depth at J end of member DJX Rigid end offset distance measured from J node in axis X DJY Rigid end offset distance measured from J node in axis Y DJZ Rigid end offset distance measured from J node in axis Z DKX Rigid end offset distance measured from K node in axis X DKY Rigid end offset distance measured from K node in axis Y DKZ Rigid end offset distance measured from K node in axis Z dL :Tapered member section depth at K end of member Inohio rrc !!,,inn faHfnr/Fffcctiva Inprtial(;rn—,inertial fnr rainfnrced concrete members K22 Effective length factor about axis 2 K33 Effective length factor about axis 3 L22 Member length for calculation of axial capacity L33 Member length for calculation of axial capacity LB pos :Lateral unbraced length of the compression flange in the positive side of local axis 2 LB neg Lateral unbraced length of the compression flange in the negative side of local axis 2 RX Rotation about X RY Potation about Y RZ Rotation about Z TO 1 =Tension only member 0=Normal member TX Translation in X TY Translation in Y TZ Translation in Z Nodes Node X Y Z Rigid Floor [ft] [ft] [ft] ------------------------------------------------------------------------------------------------------------------- 1 0.00 0.00 0.00 0 2 10.00 0.00 0.00 0 3 0.00 4.50 0.00 0 4 0.00 17.50 0.00 0 5 10.00 4.50 0.00 0 6 10.00 17.50 0.00 0 7 5.00 11.00 0.00 0 -------------------------------------------------------------------------------------------------------------------- Restraints Node TX TY TZ RX RY RZ ----------------------------------------------------------------------------------------------- 1 1 1 1 0 0 0 2 1 1 1 0 0 0 3 1 0 0 0 0 0 5 1 0 0 0 0 0 --------------------------------------------------------------------------------------------- Pagel L�y Members Member NJ NK Description Section Material d0 dL Ig factor [in] [in] -------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 1 3 W 6X20 A992 Gr50 0.00 0.00 0.00 2 2 5 W 6X20 A992 Gr50 0.00 0.00 0.00 3 3 4 W 6X20 A992 Gr50 0.00 0.00 0.00 4 5 6 W 6X20 A992 Gr50 0.00 0.00 0.00 5 3 5 W 6X20 A992 Gr50 0.00 0.00 0.00 6 4 6 W 6X20 A992 Gr50 0.00 0.00 0.00 7 5 7 L 3X3X1_4 A36 0.00 0.00 0.00 g 3 7 L 3X3X1_4 A36 0.00 0.00 0.00 9 7 4 L 3X3X1_4 A36 0.00 0.00 0.00 10 7 6 L 3X3X1_4 A36 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Page2 L\S Current Date: 12/8/2008 1.50 PM Units system: English Structural Engineer: sean File name: H:\Users\gcoons\PROJECTS\Cotton Bld\Cotton.adv Load data GLOSSARY Comb Indicates if load condition is a load combination Load conditions Condition Description Comb. Category ------------------------------------------------------------------------------------------------------------------------------------------------------------ DL Dead Load No DL ---------------------------------------------- Load on nodes Condition Mode FX FY FZ MX MY MZ [Kip] [Kip) [Kip] [Kip`ft) [Kip'ft) [Kip`ft] ----------------------------------------------------------------------------------------------------------------------------------------------------------- D L 4 41.25 0.00 0.00 0.00 0.00 0.00 6 41.25 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Self weight multipliers for load conditions Self weight multiplier Condition Description Comb. MultX MultY MultZ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DL Dead Load No 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Seism (Dynamic analysis only) Condition a/g Ang. Damp. [Deg) M --------------------------------------------------------------------------- DL 0.00 0.00 0.00 --------------------------------------------------------------------------- Pagel �.i�t Current Date: 12/8/2008 1.49 PM Units system: English Structural Engineer: sean File name: H:\Users\gcoons\PROJECTS\Cotton Bld\Cotton.adv Analysis Results Translations Translations fin] Rotations[Rad) Node TX TY TZ RX RY RZ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition DL=Dead Load 1 0.00000 0.00000 0,00000 0.00000 0.00000 0.00049 2 0.00000 0.00000 0.00000 0.00000 0,00000 0.00049 3 0,00000 0.03362 0.00000 0.00000 0.00000 -0.00120 4 0.65807 0.08257 0.00000 0.00000 0.00000 -0,00288 5 0.00000 -0.03362 0.00000 0.00000 0.00000 -0.00120 nnnnn -n nn?RR 7 0.29722 0.00000 0.00000 0.00000 0.00000 -0.00349 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Reactions hd'v Y /t-X F' tvlx Z F'` key w O-• v Mz � Direction of positive forces and moments Forces fKlp1 Moments[Kip'fti Node FX FY FZ MX MY MZ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition DL=Dead Load 1 1.39079 -105.99829 0.00000 0.00000 0.00000 0.00000 2 1.39079 105.99829 0.00000 0.00000 0.00000 0.00000 3 -42.64079 0.00000 0.00000 0.00000 0.00000 0.00000 5 -42.64079 0.00000 0.00000 0.00000 0.00000 0.00000 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -82.50000 0.00000 0.00000 0.00000 0.00000 0.00000 Maximum forces at members Condition : DL=Dead Load Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip'ft] [Kip'ft) (Kip'ft) ---------------------------------------------------------------------------------------------------------------------------------------- MEMBER 1 Max 106.00 1.39 0.00 0.00 0.00 0.00 Min 106.00 1.39 0.00 0.00 0.00 -6.26 MEMBER 2 Max -106.00 1.39 0.00 0.00 0.00 0.00 Min -106.00 1.39 0.00 0.00 0.00 -6.26 Paqel �1� MEMBER 3 Max 53.41 1.25 0.00 0.00 0.00 7.05 Min 53.41 -1.25 0.00 0.00 0.00 -9.19 MEMBER 4 Max -53.41 -1.25 0.00 0.00 0.00 7.05 Min -53.41 -1.25 0.00 0.00 0.00 -9.19 MEMBER 5 Max 0.00 0.61 0.00 0.00 0.00 3.05 Min 0.00 0.61 0.00 0.00 0.00 -3.05 MEMBER Max 0.00 1.42 0.00 0.00 0.00 7.11 Min 0.00 1.42 0.00 0.00 0.00 -7.11 MEMBER Max -65.59 0.01 0.00 0.00 -0.01 0.13 Min -65.59 0.01 0.00 0.00 -0.03 0.03 MEMBER 8 Max 65.59 -0.01 &00 0.00 0.03 -0.03 Min 65.59 -0.01 0.00 0.00 0.01 -0.13 MEMBER 9 Max -65.59 0.01 0.00 0.00 0.02 0.03 Min -65.59 0.01 0.00 0.00 -0.01 -0.07 Max 65.59 -0.01 0.00 0.00 0.01 0.07 Min 65.59 -0.01 0.00 0.00 -0.02 -0.03 ---------------------------------------------------------------------------------------------------------------------------------------- Paoe2 �` Cotton Building Braced Frame Columns RGC 12/8/2008 Section Properties Beam Input Beam Output Section W6x20j Mntx 0.00 k-ft bMnx 36;ft-kips ----- -- ----- ----- - --6 - -- 5.9i in` Mnty - -' 0 k-ft bMn- 25!ft- ips ----- --'-- - ------- -1--kips bf/2tf I 8.25 Cmx 1.0 Lp- -'-- ------5-3.�ft------ hltW ---r 19.1 Cmy-- - 1.0 _ _ Lr --- 12.0Ift------ ------------- X_1 _ 2160'ksi cb _ _J;_ 1.0 MP 621ft-kips X2 - -r- 2.28E-03'ksi' Lb ! 131ft Mr --.----.- - 45!ft-kips S x ------ ---I.- -. 13.4 i n-- rx-_---------- 2.66 in Local Buckling (Xp) OK ry I 1.5 in Column Input Zx— -_ , 14.9 in _ Pu 22 k__ Zy 6.72 ' x-LeTni 18 ft Column Output — v-Le 18 ft- cPn 60 Kips IFy SOiksi kx --- 1 �Fcr — j 12.11 jksi ky j 1 �c 1.90!, Standard Factors Fr ! _ 10ik _ Local Bucklingb/t kr OK ___j E 29000iksi Frame Input Local Buckling hit(kr) OK Seismic jy Mltx O.j k-ft Interaction Strength Factors MY j O i k-ft B 1 x b i 0.9 1 kntx _0 B1y _1.4 c T 0.85 kMy j 0 Pet x i 0 Lx 0 ft-- - P_e 1 y - i -— -- 0 Ly O;ft B2x ! — 0.00 E Pu --- 0 p - B2y-- --- 0.00 E Pe2x --- 01 pe2x_ _' -255 E Pe2y----1 0�-------- pe2y -------- 81 Mx0 i 0 Beam- Column Output Mrnax 0 H1-1 0.364 OK Ma 0 Mb 0 Mc 0 M2----- -�- 0 Cb 0.00 Cmx 1.00 t ' _t z i Tiv I CDCjj 4ho A IMF `' a: Project Dat r M SWENSON SAY FAGET Proj A STRUCTURAL ENGINEERING CORPORATION No. Seattle: 2124 Third Avenue•Suite 100•Seattle-WA 9812 g Desin Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 932 Broadway-Tacoma•WA 98402 Sheet Cotton Building Wood Drag Strut Bolt Design RGC 1/29/2009 Dowel Bearing Equations For Bolted Connections. ANSI/AF&PA NDS-2005 Bolt Constants -Table 11.3.1A D 0.75!In K1 0.5 k1 =sgrt(Re+2 F _3z(1 + Rt+Rtz)+Rt`Re)-Re(1 +Rt))/(1 + Re) Fyb ! 45,000!psi K2 1.2 =-1 +s rt 2 +Re +2 Fyb 1+2 Re D`/ '3 Fem lm ) K3 - --' 0.9 k3=-1 +sgrt(2(- +Re)/Re+2 Fyb(2+ Re)D' (3 Fern Is')) Side Member Re j 1.3 Re=Fem/Fes is 5.51 in JR1 1.1 Rt=Im/Is Fes J 5,600 i psi Reduction Factor - Table 11.3.1 B Main Member Yield Mode Rd tm-----_---- ---------61in Im,------- . 4 K;, 1.00 ------— p _ --- ----+0. - ) Fe - m 7,50QT-si -- - ----- Is 4 K„= 1 + 0.25 'Cl / 90 r-) O d d eg I I �---3.6 Illm 3.2 Ills �--3.2 I V------------ 3.2 Yield Mode Single Shear Double Shear Yield Mode Equations -Table 11.3.1A Im _ j 8,4381 8,438 Ibs 11.3-1 Z=-D Im Fem/Rd Is r 11 550 Ibs 11.3-2 Z=D Is Fes/Rd II 3,2801 NA i IbS 11.3-3 -Z=k1 D Is Fes/Rd II InI 3,485 i NA Ibs 11.3-4 Z=k2 D Im Fem/0 +2Re)Rd II15 2,7051 5,410.I IbS 11.3-5 Z=k3 D Is Fem/(2+ Re)Rd IV- — —-1,724�- - ------3,448 1 Ibs - 11.3-6 Z=D`/Rd sgrt(2 Fem Fyb/(3(1 + F ))) Dowel Bearing Strength - Table 11.3.2 :, ootnote 2) 1 ,2 1,7241 3,448ilbs G Fepar Feperp F,A Doug Fir 0.511 5,600 2,600 5,600 Hem Fir 0.431 4,800! 2,050, 4,800 Steel Fe j 87,000 87,000i 87,000 Bolt Dowel Yeild Strength 45,000 p" i r Dowel Dearing Equations For Lag Screw Connections ANSI/AF&PA NDS-2005 Bolt Constants -Table 11.3.1 A D 0.625I in K1 0.58 k1 =sgrt(Re+2 Re (1 +Rt+Rt2)+ Rt,Re)-Re(1 +Rt))/(1 +Re) - ---- 45,000;psi - - K2 —- - 0.49 k2=-1 +sgrt(2(1 + fie)+2 Fyb(1+2 Re)D-/(3 Fem Im`)) K3 - ------ - --- _-.._9.1_ k3=-1 +sgrt(2(1 + :Re)/Re+2 Fyb(2 Re)Dz/(3 Fem Is`)) 0 Side Member Re .06 Re=Fem/Fes Is 0.251 in Rt ! 22.0 Rt=Im/Is Fes r 87,000!psi-- -- Reduction Factor-Table 11.3.1 B Main Member Yield Mode Rd tm 5.5 in Im j 4.00 K,:, 1 Fem 5,6001,psi Is 4.00 K, = 1 + 0.25 Odeg II -----__.._.. ----- _3.60 Illm 3.20 Ills ; 3.20 IV Yield Mod Single Shea Double Shear Yield Mode Equations -Table 11.3.1A _ Im �_ 4,813 1 4,813 Ib_s_. 11-3-1 Z=D Im Fem/Rd _ _ IS_ 3,398, 6797I Ibs 11.3-2 Z= D Is Fes/Rd Illm Ibs 11.3-3 Z=k1 DIs Fes/Rd 2,588!; NA 1Ibs 11.3-4 Z=1<2 D Im Fem/(1 +2Re)Rd Ills I -_1_207 2_,413 i Ibs 11.3-5 Z=k3 D Is Fem/(2+ Re)Rd !V 1,534 3,067 j Ibs 11.3-6 Z= D`!Rd sgrt(2 Fem Fyb/(3(1 +Re))) Dowel Bearing Strength -Table 11.3.2 (footnote ?) Z i 1,207 2,413 j lbs G Fepar Feperp Fe(-. Doug Fir 0.51 - 5,600I_____2,800j_- 5,600 Hem Fir 0.43; 4,8001 2,250, 4,800 Steel Fe A36 _8_7,0_001 87,000, ;7_,000 Steel Fe A653 61,8501 61,8501 >1 850, Gusset Plate Connection Design RGC 1/29/2009 / AISC 341-05 Braces L 3 x 3 x 1/4 Gusset Plate Properties Weld Properties Section ! Angle' Fy _ 361 ksi Fexx _ 70 ksi -E ---- - si ---- �Pn r 15.7 kips Fu 65 ksi tw ,-0.1875iin p--------I ----3lin {G--------- i 0.251in----- Iw--- 3.5 in tb 0.250 in - r 0.591in' Gusset Plate Block Shear Weld Fracture t_ __ i 0.75 Material Shear Yield ---�-- _ 76tkips_ tw -_ - Q.18751in�-_-- Grade A36j Tension Yield 1 01kips Aw ! 0.931in- Fy j 361 ksi Shear Rupture_1 1371 kips _ (�Vn _ '- _291 kips---- Fu 581ksi Tension Rupture Olkips D/C i 0.901 ------- -- ------... - --1--- - �Rn---------—I---- 57 1 kips Connection Force Gusset Plate Compression Buckling Pu { 26!kips 0.851 Pu -------2_61.kips k -------r- 1.2----- ----- - Pu -- ----- 26I-kips Ib----- -- -- - 41in--- i.c 0.7 i Shear Fcr ! 28.5 j ksi # ! 0.75! pPn- --- —-_78 i kips Ae ------2.61 in- D/C 0.33' - ----- pVn 644kips D/C 0.4j Local Buckling/Slenderness Checks Table 1-8-1 Fracture D/t j 1 121 pt 0.75 D/t Limit !0.044 Es/h- 35':,OK xb 0.84 j i n b/t 12 -------- --r-----------0.76� b/t Limit--- --- '0.64 EslFi 18 OK U i Ae j 1.09;in yVn 5 .Ikips Brace Slenderness Check 13.2a D/C I 0.46; lb (ft) ! j_ 8.2 --- -� j kl/r ---- - i - - 166.8 kl/r Limit fi4JEs/Fy j 114 ��C)Jut,3C."etirz� c= F = k Ci e �,1 F�, � ~� 'T =y Project Dat MASWENSON SAY FAGET Proj.No. A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue•Suite 100•Seattle•WA 9812 Design Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 932 Broadway-Tacoma-WA 98402 Sheet T.I. 191.1Cu.ou7n r— 191.-�Qu.Ou71 Look Up a Contractor, Elec` 'an, Plumber or Elevator Professional -nse Detail Page ] of 2 Information in Spanish I Topic Index I Contact Info I i Search;:;; Home Safety Claims Et Insurance Workplace Rights Trades&Licensing Find a Law(RCW)or Rule(WAC) Get a form.or publication Help', Return to List > Start a New Search > 0 Printer friendly ri General/Specialty Contractor 00q -Z 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 Verify Workers' Comp Premium Check for Dept. of Revenue Account Status Name FISCHER GENERAL UBI No. i; 602165671 CONTRG INC Phone No. (360) 697-5402 Status ACTIVE Address PO BOX 661 License No. FISCHGC988BB Suite/Apt. License CONSTRUCTION Type CONTRACTOR City POULSBO Effective 1/2/2002 Date State WA Expiration 1/2/2010 Date Zip 98370 Suspend J Date County KITSAP Specialty 1 GENERAL Business Corporation Specialty 2 b UNUSED Type Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date FISCHC*131MA FISCHER CONSTRUCTION GENERAL UNUSED 7/1/1987 12/31/2001 ARCHIVED CONSTRUCTION CONTRACTOR RIVERRB940KN RIVER RIDGE CONSTRUCTION GENERAL UNUSED 5/15/2006 5/15/2008 EXPIRED BUILDERS CONTRACTOR Business Owner Information z Hide All Name Role Effective Date Expiration Date FISCHER, DANIEL A PRESIDENT 01/02/2002 FISCHER, ELAINE TREASURER 01/02/2002 https://fortress.wa.gov/lni/bbip/Detail.aspx 11/3/2009 Look Up a Contractor, Elec* - `an, Plumber or Elevator Professional " 'rise Detail Page 2 of 2 JOHNSON, SUSAN IVICE PRESIDENT 01/02/2002 Bond Information Bond Bond Effective Expiration Cancel Impaired Bond Received Bond Company Account Date Date Date Date Amount Date Name Number TRAVELERS Until 1 CAS & 103490768 01/01/2002 $12,000.00 01/02/2002 SURETY CO Cancelled Insurance Information Insurance Company Policy Effective Expiration Cancel Impaired Amount Received Name Number Date Date Date Date Date ALASKA 7 NATIONAL INS 08KPS32082 11/30/200811/30/2009 $1,000,000.0011/25/2008 CO CONTINENTAL 6 WESTERN CWP265828511/30/200711/30/2008 $1,000,000.0010/10/2007 INSURANCE 5 CORNHUSKER WAC001540 11/30/200511/30/2007 CAS CO $1,000,000.0010/31/2006 4 CORNHUSKER WAC001540 11/30/200411/30/2005 CAS CO $1,000,000.0011/29/2004 3 CORNHUSKER WBP001540 12/31/200311/30/2004 CAS CO $1,000,000.0012/23/2003 2 CORNHUSKER WBP001540 12/31/200212/31/2003 CAS CO $1,000,000.0012/31/2002 is About L&I I Find a job at L&I j Site Feedback j Toll-free Numbers 11 t In q."lr.tr ©Washington State Dept.of Labor and Industries.Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement I Intended use/externat content policy I Staff onto link littps://fortress.wa.gov/lni/bbip/Detal1.aspx 11/3/2009 ALTERNATE_ 2: FLOOR PLAN GENERAL NOTES- WALL TYPES: REPAIR AND REPOINT (E) DAMACE.D (BRICK AS AS REQ'D. AT ENTIRE FACADE., 1. REFER BUILDING ELEVATIONS FOR LOCATIONS OF 1. ALL. WALLS ARE FULL HT STUD TO STRUCT. U.N.O. � 1 NEW WINDOWS. ALL � T a�'al jacksor� eIQise 3�'��iai�Ka�z19 LLP A3o1 2. A_L GWB TO BE PAINT FINISH U.N.O WHERE INDICATED. ARCHlTECTURE I URBAN DESIGN !NTERiO S 2. SEE SHEET A601 FOR WINDOW AND DOOR EXTERIOR EXTERIOR WALL 2300 seventh avenue -- SCHEDULES. Seattle,washington 98121 (E) t 51'-2" I ! phone:206.323.8800 " n ---- (E) SOLID„BRICK WALL fax:x: 20 i6.323.8518 „ LEGENDS nterne_t : �v�v�v.araijackson.com 16-s 15-s 1s-s _ - (E) 1 1/2 , 2 OR 3 1/2 WD FRAMING LIP TO B.O. (E) CLG. HT., E1 2 E E CRAWL SPACE NEW CONSTRUCTION � EXTEND WD FRAMING TO A704 O ACCESS PANEL i'; B.O. ROOF DECK (E) n t 5-0n E) t 2-7, ; � (E) t 2,-9n 1 E) t 2'-9" (€) t " � (E) CONSTRUCTION TO REMAIN FOIL FACED BATT INSULATION: VISITOR PLAZA CONVERSION ! I — WOOD CLADDED ACCENT WALL ` R-VALUE AS ALLOWED (CG T TGN BUILDING)-- - - :� ` : : IN STUD WAL DEPTH. PORT TOWNS END, WA nn� -__ - - ---- _ --- - _- - __-- _ ._-i-- __ _ ---.w_-- - , 5/8" TYPE 'X' GWB - -- -- RECESSED 1 INTERIOR (FRP PANEL AT RESTROOMS) M TD. i '- owner LO FEC I City of Port Townsend -H <@> — (E) 2" STUD WALL - GWB AND BATT INSUL. 0/ (E) WALL FRAMING. SolI EXTr RRIv'R 250 Madison Street.Suite 29 Port Townsend,w4. 98368 EXTERIOR WALL. Telephone 360.344.3064 EXTEND WALL FRAMING, INSUL. AND GWB CONST. ALTERNATE #1: , Facsimile 360.3uci.7675 VISITOR'S LOBBY ABOVE (E) CLG. LINE, TYP. THROUGHOUT BUILDING. _ SASH W/ INSULATED (E) STUCCO WALL 101 SEE BUILDING SECTIONS FOR MORE INFORMATION. GLAZING IN E OPNG. % (E\ STEEL COLUMN Structural En7ineering 2 I B L.� .� �� \ �. � Swenson Say FagPt (E) 3 1/2" WD FRAMING 2124 Thin Avenue,Suite 100 1 �-ELEC. FLOOR BOX,—�,� � Seattle,WA 98121 - Telephone 206.443.6212 --- \% -- A A4o1 C a TYP. 6. SEE ELEC. 0 !� s� L-I J / UP TO B.O. (E) CLC. HT., \ , Facsimile 206.443,4870 _ __. —__---_. --_--___-- ___. -- _. --_._ __---_� EXTEND WD FRAMING TO i - B.O. ROOF DECK A303 EQ. 12' o" D 12'-0" EQ. � Mechanical_nglneeling -- FOIL FACED B LT INSULATION: lnfood Hagine ting Inc. \ __ R-15 30091121hAver ;L r Le Nam,SU i 1 =- 5/8" TYPE 'X' GWB Beiievue.`NA 98004 2 Telephone 425.822.9�99 0 — CDBAR SINK AND FAUCET @ LOBBY COUNTER. INTERIOR Facsimile a 5.s2z433s 910 VENT THRU ROOF VIA VENT PIPE IN ROOM 101 C ALTERNATE #2: 1 N4 101A - Electrical Engineering " #102. "SWING AND SLIDE" OPERABLE C REPAIR AND REPOINT (E) DAMAGED EXTERIOR WALL g _ �-1 FRONT PANEL AND FIXED SIDE PANEL FOR v BRICK AS REQ'D. AT ENTIRE FACADE. Wood Harbinger, Inc. �,� STUCCO 3009 11�h Av6nue NE,Suite 100 VISUAL SCREEN WHEN NOT USED. j EXTERIOR Bellevue.wA 98004 Teiephone 425.82`�.9499 j SELF FLASHING LATH Facsimile 425.822.4338 _ _ - _ _ p _ --I-- _-__ -__----- DRAINAGE MAT 1 X-BRACE, CT 3 �� %i, � BREATHABLE MEMBRANE SE STRU . A3o2 ;J 1/2 PLYWOOD SUBSTRATE Srle=tTS RECESSED CAN �- - - 2X6 WD STD '"" T� 'LIGHT I �- @ 10 O.C. I WINDOW SILL UJ OVERFLOW DOWNSPOUT WOOD _ADDED �----- o, FOIL FACED Br' INSULATION: 2 "' _ ) _c n �JS NOZZLE ABOVE F -- N Ao2 w3 ' o" _ n ACCENT WALL 10-10 �s " ! i — INTERIOR R-19 _W '» TYPE 'X' GWB Cis�NI=GPMED SET ^ � 1 - 2 2 0 i I- 8 6 :- 3 n — — — 5-o RAIN LEADER DISCHARGE,A7o4 HAND A7o4 4 CAP AT 5' FROM BLDG. TO LOBBY/ALCOVE INTERIOR WALL 6 DRYER C GE STATION - - �' I BE CONNECTED W/ FUTURE % WOOD CLADDING (� I i/-. 6968 � PLAZA PROJECT. � ��� i SALVAGED FROM E � S3 O EClS ED --- �_ - - -- l;� -H --- �; 1( 1 RC!-I! T ___-_ __ _ — 1 ROOF JOIST 3 1/2 PLYWD SUBSTRATE ti °° N �5-0 _ SWITCH TO 11 T \ �X4 WD STD @ 16" -0.C. TO S -TATE OF wasHl�� oF; OMEN RAIN CIRCUIT # 15 A7o4 , I I B.O. ROOF DECK N RESTROOM 1 FD LEADER N \ 105 H `'�TYP' ACOUSTICAL BATT INSULATION -H 0 ALCOVE 3 _ o ^ I \ �A 403 C 00 6 5 _ o w 5/8ta TYPE 'X' GWB K^Y PLAN w 107 1 -� n G o 105 V D 5 A704 INSUL. SASH & GLAZING FRP PANEL (AT RESTROOMS) 9 0 ng , 00 2A7o4 o A A4o1 H C -H s5 IN E OPENINGS 1 1/2" HALF LAP SPLICE JOINT. SEE RECESSED MTD. � — ( ) EMERGENCY n n n ¢ w INT. ELEV. FOR SCREW PATTERNS. 1 -6 1 -6 EQ. EQ. EQ. EQ. EQ. EQ. 1 -6 = 0 B D � PHONE 1 � �® - ALL MEETING Si`ti:. B _ -CHASE _._ - -- -_ __ --__� ._ .__--- -----__ O- 108 _ _ �_ __-- -_.____ _ 1o2B _____- ___ _____-- _ - --_-._ -11 RESTROOMS JA 1 C I ,• JANITO o _ ROOM A7o4 _!! _ _- __- -- ----- __________ _ INTERIOR WALL 4�A403 � 106 a :. ° FURNACE 102 - --- —__ _ - _ 3 0 � i FRP PANEL -- ISi 6 ` 'I REVISIONS D '� 5/8» TYPE 'X' GWB ___ .. e No, Date B N1 WOOD ( 104 — FD o r- MECHANICAL ` � N ! x Description -_ 0 co i -H s6 I PI°E CHASE 2X4 WD STD @ 16" O.C. // - -- CLADDED f s'-0" 3'-0" 3'-0" 3'-0" � 5'—on L J 103 0 I TO CEILING ` 10/21/O9_ A derld rrls _ H ACCENT _ os, ^ x I WALL 7 ZL 09/27/1 G Lob �y courirertop , 2 _ �Ty A 2 C INTERIOR WALL 3 1o7A A C MEN _1 6 r VA402 v!slans. H / A403 104 AN L -J WH o 5/8„ TYPE 'X' GWB 4 DRYE D DTION D / FD 1 IRRIGATION CONTROL ---------- -- 2X4 WD STD @ 16" Q.C. _.__ ---- -- ---- --- BOX, N.I.C. 5/8» TYPE 'X' GWB [E-,-- ED m7 - FRP PANEL (AT RESTROOMS 1 A AND JANITOR) 1 LAy* A402 C 1 1 A303 �._._ _ — CITY Of PORT TOWiSEw_. _.. EXTERIOR EXTERIOR WALL D E - BRICK VENEER 2 1 1/2" AIR SPACE 1 O A3o1 O 4 BREATHABLE MEMBRANE. FLOOR PLAN O — — — — "6 CMU GROUT_ ED SOLID WD STD INFILL 'PLAN Score: AS NOTED FLOOR P L_AN FOIL FACED BATT INSULATION: Date: 10/21/2009 Project No.: 2008147 TH _- -Chorg- _ SCALE: 1/4" = 1'-011 NOR R-15 __ _ _ _ y __ YK WD STD TO MATCH ADJA in CENT WALL —,, _ RM chec ked Q 0 1 2 4 8 12 (� FOIL FACED BATT INSULATION: Drawn By _ Q_.--_Approved By YK R VALUE AS ALL9WED IN STUD WAL DEPTH. --_ -- 5 8» TYPE 'X' GWB A200%0