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HomeMy WebLinkAboutCARR BLVD., 1111 INNN 1,K E Sce! R UILDING PERMIT Site Address INSPECTION CARD r ec t Description Al sw wk New �r�. PROTECT THIS CARD FROM THE WEATHER ��� ��,P " °' t t ��`• ; �1, � + Building ❑ Plumbing ❑ Mechanical ❑ Alarm/ prinkler DURING INSPECJWNS THE BUILDING PERMIT & APPROVED PLA ON SITE Permit # B B 0 —0 1P@95'T@H9ffM For Inspections Call (360) 473- 5870 Approved Da Notes Erosion Control In Place Foundation Footing (Check Setbacks) 1St FOUNDATION Foundation Walls DO NOT POUR Plumbing Ground Work CONCRETE Mechanical Ground Work PRIOR TO APPROVAL Under Floor Framing Footing Insulation d PLUMBING Rough In 2n Exhaust Fanc/Duct MECHANICAL Heating, Duct, Lent GAS PIPE Support / Test / Meter set Fire S rinkler Line Shear & Hold Dbwn Connections 3 FRAMING L &I Electrical Approved Roof /Crawll ventilation (Ih 1 5 &2 14 D ARE APPROVED) Framin Under floor 4 INSULATION Walls Ceilin th S SHEETROCK (Fire Sprtnklet must be apps oved pt lot to sheetrock) 6 th FINAL ELECTRICAL FINAL Dept of Labor & Industry 415 -4000 AINTENANCE -5927 GPease Tra ate Meters PUBLIC "wat Approach 473 -5270 VO000000 WORKS Seti ion 473 -5270 KITSAP C TH DISTRICT 85 stems IRE 473 -5394 - FINAL BVILD77M 41 ofthe above mint be apptove Occupancy app? oval foi jFR 0 ""rate Cetlzficale o Occ: DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER Rev August 2007 i CITY OF BREMERTON PERMIT NUMBER BB09 00167 ® DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 04/08/2009 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 -5278 ASSESSOR NUMBER 3719 002 029 0108 ZONING R10 SITE ADDRESS 1111 CARR BLVD APPLICANT NAME FIRE ONE INC PHONE (206) 575 -0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 OWNER NAME KITSAP LAKE ELEMENTARY PHONE ADDRESS 134 MARION AVE N BREMERTON WA 98312 CONTRACTOR FIRE ONE INC PHONE (206) 575 0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 LENDER NAME PHONE 0 - ADORESS SUBMITTED 03/24/2009 APPROVED 04/08/2 X RATION 10/05/2009 STATUS ISSUED VALUATION $11 00000 Fire Alarm Permit Building Permit $16800 2211 KITSAP LAKE ELEMENTARY - NEW FIRE ALARM CONTROL PANEL Plan Review Fee $10920 4580 Building Code Edition IBC 2006 State Surcharge $450 0236 Occupancy Group TOTAL FEES $281 70 Type of Construction Flood Zone Setbacks (Front) (Side) (Rear) (Other) Sanitation Method Number of Bedrooms Square Footage Bid Price from Applicant TOTAL Inspection Requests Fire Inspections (360) 473 -5394 DCD Building Inspections (360) 473 -5870 H/D Bremerton Kitsap County Health District (360) 337 -5285 L &I Department of Labor and Industries (360) 415 -4000 PW Department of Public Works (360) 473 -5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance or if the work is suspended or abandoned at any Lime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition testing or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that I have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of wo [ruwill be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating co ction or the performance of the construction If listing the owner as general contractor I certify that 1 am exempt from the requirements of the State Contractor s Registration Law and r Sect on n 3 Chapter 126 Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work All building and tenant occupancy permits are required to ass f al inspection prior to permit expiration and obtain a certificate of occupanc for to use or occupancy I have read, and agree to abid t conditions of this permit including all conditions of zoning, buildin co es, and State and Federal laws SIGNATURE OF OWNER AGENT PRINTED NAME ®L DAT CONDITIONS City of Bremerton's app Val of this application pertains only to the City's regul tory Jurisdiction, and thus compliance with City oes regulations d not nec ssarily ensure compliance with federal or state laws 10 (DCD -02) DCD Validity of permit The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors In the construction documents and other data The building official Is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton 10 (DCD -01) DCD Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L &I) regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area Or structure The asbestos survey must be conducted by and EPA - certified (AHERA) building Inspector (except renovation or owner - Page 1 of 3 CITY OF BREMERTON PERMIT NUMBER BB09 00167 ° DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 04/08/2009 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 5278 , ASSESSOR NUMBER 3719 002 - 029 -0108 ZONING R10 SITE ADDRESS 1111 CARR BLVD APPLICANT NAME FIRE ONE INC PHONE (206) 575 -0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 OWNER NAME KITSAP LAKE ELEMENTARY PHONE ADDRESS 134 MARION AVE N BREMERTON WA 98312 CONTRACTOR FIRE ONE INC PHONE (206) 575 -0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 LENDER NAME PHONE 0 ADDRESS SUBMITTED 03/24/2009 APPROVED 04/08/2009 EXPIRATION 10/0512009 STATUS ISSUED occupied single family residences) DCD For more Information, please contact Clean Air Agency through their web site at www cleanair org or by phone at 800 - 552 -3565 or 206- 689 -4058 The L &I web site can be found at www Ini wa gov /p -ts /asbestos /asbestos htm 10 (DCD -47) DCD Reinspection Fee All approved plans, the printed building permit, and the permit Inspection placard, are required to be on -site for Inspection purposes, and work to be Inspected shall be complete and ready for Inspection If an Inspection Is called for and plans are not available on site, or the work Is not ready for Inspection, approval will not be granted In addition, a re- Inspection fee will be charged and must be collected by the Department of Community Development prior to any further Inspections being performed or approvals granted 50 (DCD -50) Final Inspection Required All building permits shall have a final Inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration The failure to request a final Inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application If more than a year has passed with no activity 66 (FIRE -01) Life Safety and Fire Protection systems shall comply with ? International Fire Code (IFC) with Appendix International Building Code (IBC) j National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at WWw cl bremerton wa us To contact the Bremerton Fire Marshal office call, Mike Six 473 -5386 or e-mail @ Michael Six @cl bremerton wa us Joel Wulf 473 -5387 or e-mail @ Joel Wulf @cl bremerton wa us All questions, to be binding, must be followed with an email re- stating the question and must Include either digital photos and /or drawings to show both existing conditions and proposed changes /alterations I The inspection retains the right to make requirements not addressed during plan review In many cases the plan reviewer is not given adequate Information to address all Issues The onsite inspection allows for a true representation of the project 67 (FIRE -05) Fire Alarm Systems Fire Alarm System will be designed, built and maintained In accordance to NFPA 72 Standards All alarms will be addressable with addressable dialers, have an annunciator Inside the main entrance and approved locations, will have a device or zone map at the panel(s) and will include a horn strobe near the roof line of the building or other approved location above the Knox Box SEE PLANS FOR CHANGES GRAPHIC ANNUNCIATOR REQUIRED LCD ANNUNCIATOR REQUIRED IN RISER ROOM SMOKE DETECTOR REQUIRED ABOVE THE PANEL STROBES TO BE SYNCHRONIZED PER NFPA 72 Page 2 of 3 CITY OF BREMERTON PERMIT NUMBER BB09 00167 " DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 04/08/2009 0 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 -5278 ASSESSOR NUMBER 3719- 002- 029 -0108 ZONING R10 SITE ADDRESS 1111 CARR BLVD APPLICANT NAME FIRE ONE INC PHONE (206) 575 0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 OWNER NAME KITSAP LAKE ELEMENTARY PHONE ADDRESS 134 MARION AVE N BREMERTON WA 98312 CONTRACTOR FIRE ONE INC PHONE (206) 575 -0311 ADDRESS 107 WASHINGTON BLVD ALGONA WA 98001 LENDER NAME PHONE 0 - ADDRESS SUBMITTED 03/24/2009 APPROVED 04/08/2009 EXPIRATION 10/05/2009 STATUS ISSUED MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473 -5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type Electrical (State of Washington) Final Inspection - Fire I I I I I I I Page 3 of 3 RLA 6 609 D D 7 ffy FfMe q o merm MAR 2 4 2009 DepartmentREIT CENTER Community Developmen ° Building Permit Application Dept of Community Development * 345 - 6th Street Suite 600 * Bremerton * WA * 98337-1873 (360) 473 -5275 * Fax (360) 473 -5278 Site Address eAl2V_ 13LQ 1 b, & Z�Pi9v(? )Q!V u�A /Gy L CONTRACTOR FI Rr oNrz me OWNER k t gq - ANT Address 0 Wq t4 #jG.'TQnI LUb Address 13y A IaO AWE K1 City, State, ZI oAJA W 9 QO 1 — City, State, ip 3lQr'. z2in10 WA $312- License # & Exp Date F 2rz_ 7E r- ku) Phone # 36 ti73 �OS Contact Name e\jA.0 loo ) pj3 j A15 Authorized Agent Name. 1 -- d_ Contact Phone # ( Address 200 W � Tax ID /Parcel P I g -062 -© 2_9 -C) o City, State, Zip ?Q zMFA? c WA MI Phone # 3(00 - y ?3- OSoO What is the application for9 (Please check one) NEW SINGLE- FAMILY RESIDENCE COMMERCIAL REPAIR NEW DUPLEX NEW_MULTI- FAMILY ❑ NEW MANUFACTURED HOME F TE ,t -- RESIDENTIAL REMODEL [:] NE /t, 0—� D RESIDENTIAL ADDITION NE (� RESIDENTIAL REPAIR NE NEW COMMERCIAL ❑ S I COMMERCIAL REMODEL GI COMMERCIAL ADDITION �0 IS THIS PROPERTY WITHIN 200 FEET OF A SHORE Scope of work proposed �(�✓aCJ� 1 NIZ jU, ( �1 114/19 %zX /'S / /N� I1Vl f ib /ti1L� i7F�y1C� { Square Footage Dwelling Garac Valuation Plan Review Fee Permit Fee Application for which no permit is issued within 180 days following the date of application shall expire by limitation and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official The budding official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken No applicant shall be extended more than once In order to renew action on an application after expiration the applicant shall resubmit plans and pay a new plan review fee - 19 -0� A hcanYs Signature Date RECEIVED City of Bremerton MAR 2 4 2009 Department of C ommumty Development 2 cc) / Bremerton Fire Department Fire Alarm Submittal Requirements: FM Office Designers Required Plan Components Review Review of —, required p lan details 'C This check list is required for alarm submittal X Correct Address Shown X Fire Alarm Designers Name, Qualifications, Phone number and Email address Installers Name, Phone number and Electrical Lic # Project Narrative to include -Scope of work -Type of panel to be installed - Number of NAC's - Number of SLC's Ceiling heights X Room descriptions Accurate depiction of finished site Device /Zone map submitted w/ plans Detailed Device Legend �C Wiring Diagram w/ wire type and gauge shown or Indicated Separate drawings for pre and post work Ceiling construction showing all beams/Joists/slopes etc shown X All device cut sheets /manuals /documentation attached with submittal, includin wire -C Plan drawn to scale Y North Indicated on Plans X 3 Co ies of Plans 3 Copies of Battery Calculations l Copy of Signed Contract with Customer All items on this list are mandatory plan components for review No exceptions will be made This checklist must accompany your submittal, your submittal will be refused without it This checklist is required for all fire alarm plan reviews Use this checklist to ensure you have provided adequate detail to complete a plan review Ifyour plans do not include these items, revised plans will be required Q Sign Date Print tS Title f)rLSl(X)i jZ By signing above, the designer /submitting contractor is promising a complete and honest submittal packet 12/06 giDCiE I �[D - RECEIVED g fl 183Ptt t ja 2 i 2009 w48MIM670N n Department of FIRE ALARM SYSTEM CommumtyDevelopmW PLAN SUBMITTAL CHECKLIST All fire alarm system plan submittals must include this Fire Alarm System Plan Submittal Checklist PLAN APPROVAL - No work shall be performed until plans are reviewed and approved. By providing all the information requested to this checklist and any other requested information pertinent to your project, you are assuring the quickest possible turnaround time for plan review It is the responsibility of the designer /installer of record to assure all applicable code requirements are satisfied The current adopted edition (2006) of the International Fire Code and the International Building Code, with local and state amendments, together with the 2002 edition of NFPA 72 — The National Fire Alarm Code shall be the primary, but not all inclusive, resource documents for code requirements, design and installation standards Additional requirements applicable to a specific, jurisdiction may also apply SUBMITTAL REQUIREMENTS Permits are required to install or modify a fire alarm or detection systems and / or related equipment Applications for such permits shall include the following Fees and Permit Application Form N The appropriate fee and a completed application form provided by the. jurisdiction is required Vicinity Map A vicinity map showing the site address and location, nearest cross street and nearby buildings — for multi - building properties or suites in a building Contractors License ,'4 Proof of current 01 or 06 license issued by the Washington State Department of Labor and Industry Original Design and Installation Documents (Unless otherwise noted, provide three sets of each) Installation drawings o Minimum size of 24" x 36" o Drawn to an indicated scale (1/8" = V- 0" minimum) o Containing the Job title, site address and designer's name, address, phone and fax numbers o Floor plans, clearly indicating the use and / or function of all rooms and areas, the location of all alarm - initiating, control, notification, annunciation or trouble signaling devices or equipment, device addresses, ceiling height, type of construction (Example beams, .joists, ceiling slope, drop ceiling, refer to NFPA 72 section 3 3 22 and 3 3 24) and elevations as needed to clearly indicate construction features, power connections — high and low voltage if applicable, and a wiring diagram including point -to -point connections for all equipment (No reflected ceiling, HVAC, or lighting on fire alarm plans ) o A legend clearly identifying all device symbols (NFPA 170 symbols are preferred ) o Conductor types and sizes o Circuit class and style Cut sheets or other necessary information for all devices and equipment o Device manufacturer, model number, operational requirements and limitations, listing information (per UL 864) shall be clearly identifiable or hi- lighted o Listed compatibility with existing equipment (if applicable) shall be indicated DGE RlISC1+d tl ED (Sty of Bremerton ` AM b- MAR 2 4 2009 Department of FIRE ALARM SYSTEM community Development PLAN SUBMITTAL CHECKLIST AS BUILTS AND INSTALLATION MODIFICATIONS Modification to approved plans or calculations shall be reflected in an "As Built" drawing Modifications that result in a variance of 10% to any approved calculation shall be submitted to the AHJ as a revision requiring approval prior to any system acceptance testing or permit approval "As built" point map drawings and calculations shall be provided to the AHJ inspector prior to acceptance testing INSPECTION AND APPROVAL REQUIREMENTS ACCEPTANCE TESTING tW A functionality and acceptance test shall be witnessed by the AHJ The installer shall provide all necessary test equipment including volt / ohm and decibel meters )R' No partial inspections or acceptance testing will be conducted prior to the completion of the installation without additional inspection fees being paid Detection devices shall either be protected or shall not be installed until all trade work has been completed (Example painting, clean -up, carpet cleaning, etc ) No testing will occur until system monitoring is operational and all devices and communicators have been field tested, proven to be operational and are functioning correctly The required Labor and Industry electrical inspection shall be completed with the inspection sticker or permit card signed prior to acceptance testing A "Record of Completion' shall be delivered to the AHJ prior to inspection �1 All initiating or input devices shall have legible addressing labels affixed to device • Contact the appropriate AHJ to request an inspection at least two work days prior to the desired inspection date Kitsap County 360- 337 -4699 City of Port Orchard 360 - 871 -2411 Bainbridge Island 206 - 842 -7686 City of Poulsbo 360 - 779 -3997 City of Bremerton 360 - 473 -5394 • Final system and permit approval is subject to Field Inspection • Re- inspection fees may be assessed where work for which an inspection has been requested is not complete or where such work fails to meet operational expectations Assessment of reinspection fees shall be at the discretion of the individual AHJ per code or policy and such fees shall be paid prior to subsequent inspections being performed or approvals granted I I RECEIVED , �RSAP <x ALE oty of Bremerton 2009 MAR24 L �FqS wASNIN6iOw ABPAR�"" i`ui rr ar.t Department of C Development FIRE ALARM SYSTEM PLAN SUBMITTAL CHECKLIST System Calculations • Battery calculations including a minimum 12 derating factor Employee work areas with audible alarm coverage shall have a 20% extra capacity for ADA • Voltage drop calculations A single - line riser diagram of all devices, circuits, power connections and interfaces A project narrative to include design assumptions for detection and notification, current and projected occupancy type, scope of work, type of panel, and number of devices Ar The interface of all fire safety control functions P A Sequence of Operation / Alarm Matrix Faxes are not accepted for original submittals. Additional Submittal Requirements ❑ Name and contact information for the listed supervising or remote station ❑ If system layout is a performance -based design, include design parameters and values per NFPA 72, 2002, Appendix B ❑ Plan or drawing revisions shall be submitted with changes clouded Other changes or corrections shall be clearly identified ❑ Zone maps may be required at the discretion of the AHJ SITE REQUIREMENTS • The approved set of plans, including comments and conditions of approval issued by the AHJ shall be available on -site while work is being accomplished • The permit shall be posted and other permitting information shall be retained on site By checking the above boxes you are indicating that all required information is present and that the submittal is "counter complete" and ready for review and subsequent approval Submittals requiring additional information shall be placed "on hold" until required information is submitted If upon review corrections to the design are necessary part or all of the submittal package may be returned to the applicant for correction and re- submittal prior to approval or permit issuance WORK REQUIRING A PERMIT IS NOT AUTHORIZED UNTIL PLANS ARE REVIEWED AND APPROVED AND NECESSARY PERMITS ARE ISSUED Signature Date ` �1 ' a 4 3 ^n Print Name (if 2 Title (Di S /e A) , f'IL Staff Name Date LICENSED AS PROVIDED BY LAW AS ELEC CONTR LTD ENERGY LICENSE # EXP. DATE EC066A FIREOI*099KW 05/18/2009 EFFECTIVE DATE 05/16/1991 FIRE ONE INC PO BOX 58528 TUKWILA WA 98138-1528 LICENSED AS PROVIDED BY LAW AS ELEC CONTR LTD ENERGY LICENSE # EXP. DATE EC066A FIREOI*099KW 05/18/2009 EFFECTIVE DATE 05/16/1991 FIRE ONE INC PO BOX 58528 TUKWILA WA 98138-1528 Page 1 of 1 y ALE Valane Wolf From Joel Wulf Sent Monday, March 16, 2009 3 58 PM To. Valarie Wolf, Michael Six Cc Mick McKinley Valarie, Just a heads up - Fire one will be installing a new fire alarm tomorrow at Kitsap Lake Elementary School, the existing was 'fried' when lightning struck the building I said it would be O K to start without a permit since occupants will not be notified of an alarm It will be addressable — the old is conventional, so that's good Thanks, Joel Wulf Deputy Fire Marshal Bremerton Fire Department Tel 360- 473 -5387 Fax 360- 473 -5397 3/16/2009 TABLE OF CONTENTS 1. COPY OF APPLICATION (5 PAGES) 2. SCOPE OF WORK (1 PAGE) S. SILENT KNIGHT CONTROL PANEL SPEC SHEETS (2 PAGES) 4. SILENT KNIGHT POWER SUPPLY SPEC SHEETS (2 PAGES) S. SILENT KNIGHT REMOTE ANNUNCIATOR SPEC SHEETS (2 PAGES) - S. SILENT KNIGHT SMOKE DETECTOR SPEC SHEETS (2 PAGES) 7. SILENT KNIGHT HEAT DETECTOR SPEC SHEETS (Z PAGES) B. SILENT KNIGHT PULL STATION SPEC SHEETS (Z PAGES) 9. SILENT KNIGHT MINI MODULE SPEC SHEETS (2 PAGES) 10. SILENT KNIGHT RELAY MODULE SPEC SHEETS (2 PAGES) RECENTD City of Bremerton MAR 2 4 2009 Department of Commumty Development ° PERMIT CENTER Building Permit Application Dept of Community Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 SON (360) 473 -5275 * Fax (360) 473 -5278 Site Address _I / I I e AZ 9- W 7 13/ i�rn� � IF W A CONTRACTOR: FI G 0Ajrz MG, OWNER: k FL, tr¢Ns Address 102 WAS 111i Q ub , Address 13L4 AkAPIa A+J,r City, State, Zip* oAJA, WA g ( City, State, Zp 3QRma&: ; nom W 98 9 12- License # & ExP Date F — „F lac) Phone # (340) Contact Name E o )Z o I,jS Authorized Agent Name: ti - Contact Phone # )675 Address ©O V 2 Tax IDIParcel #. O©2-0 Z9 - ©4 City, State, Zip I i S3 Phone # 3(00 y73- O Soo What is the application for? (Please check one) 0 NEW SINGLE- FAMILY RESIDENCE F� COMMERCIAL REPAIR NEW DUPLEX NEW MULTI - FAMILY Q NEW MANUFACTURED HOME TENANT IMPROVEMENT RESIDENTIAL REMODEL NEW GARAGE/CAR PORT RESIDENTIAL ADDITION NEW ACCESSORY BUILDING RESIDENTIAL REPAIR NEW SIGN NEW COMMERCIAL STRUCTURE DEMOLITION Q COMMERCIAL REMODEL GRADING (Cubic Yards y 0 COMMERCIAL ADDITION OTHER I�gRyt/� IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES No Scope of work proposed RFI_P ACS t Nli i�� �Silfl�i FtQ2D ALt4(tm Len9;Ao11 Square Footage. Dwelling Garage Decks Valuation Plan Review Fee Permit Fee I Surcharge Total Fees Application for which no permit is Issued within 180 days following the date of application shall expire by limitation and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken No applicant shall be extended more than once in order to renew action on an application after expiration the applicant shall resubmit plans and pay a new plan review fee 3-tg -off A kfs ture Date I Bremerton Fire Department Fire Alarm Submittal Requirements: F Rev vi iew Revco" of Required Plan Components required Ian details >C This check list is required for alarm submittal Correct Address Shown X Fire Alarm Designers Name, Qualifications, Phone number and Email address Installers Name, Phone number and Electncal Lic # Project Narrative to include -Scope of work -Type of panel to be installed - Number of NAC's - Number of SLC's Ceiling heights X( Room descriptions Accurate depiction of finished site Device/Zone map submitted w/ plans Detailed Device Legend Winng Diagram w/ wire typLand gauge shown or indicated Separate drawings for pre and post work Ceiling construction showing all beams/ oists/slo es etc shown x All device cut sheets/manuaWdocumentation attached with submittal, including wire 7C Plan drawn to scale �' North indicated on Plans X 3 Cop ies of Plans 3 Copies of Battery Calculations 1 Copy of Signed Contract with Customer All items on this list are mandatory plan components for review No exceptions will be made. This checklist must accompany your submittal, your submittal will be refused without it. This checklist is required for all fire alarm plan reviews Use this checklist to ensure you have provided adequate detail to complete a plan review If your plan do not include these items, revised plans will be required Sign Date Print Title �ICcll�li• Z By signing above, the designer /submitting contractor is promising a complete and honest submittal packet 12'06 8 /�. . / U11a 3"M suing" 4W " , -- - M_ I � M , t '1 . - -f•-id FIRE ALARM SYSTEM PLAN SUBMITTAL CHECKLIST All fire alarm system plan submittals must include this Fire Alarm System Plan Submittal Checklist PLAN APPROVAL - No work shall be performed until plans are reviewed and approved By providing all the information requested in this checklist and any other requested information pertinent to your project, you are assuring the quickest possible turnaround time for plan review It is the responsibility of the designer /installer of record to assure all applicable code requirements are satisfied The current adopted edition (2006) of the International Fire Code and the International Building Code, with local and state amendments, together with the 2002 edition of NFPA 72 — The National Fire Alarm Code shall be the primary, but not all inclusive, resource documents for code requirements, design and installation standards Additional requirements applicable to a specific, jurisdiction may also apply SUBMITTAL REQUIREMENTS Permits are required to install or modify a fire alarm or detection systems and /or related equipment Applications for such permits shall include the following J Fees and Permit Application Form The appropriate fee and a completed application form provided by the jurisdiction is required Vicinity Map A vicinity map showing the site address and location nearest cross street and nearby buildings — for multi - building properties or suites in a building Contractors License ,X Proof of current 01 or 06 license issued by the Washington State Department of Labor and Industry Original Design and Installation Documents (Unless otherwise noted, provide three sets of each) installation drawings • Minimum size of 24" x 36" • Drawn to an indicated scale (1/8" = P- 0" minimum) • Containing the job title, site address and designer's name, address, phone and fax numbers • Floor plans, clearly indicating the use and / or function of all rooms and areas, the location of all alarm - initiating, control, notification, annunciation or trouble signaling devices or equipment, device addresses, ceiling height, type of construction (Example beams,,joists, ceiling slope, drop ceiling, refer to NFPA 72 section 3 3 22 and 3 3 24) and elevations as needed to clearly indicate construction features, power connections — high and low voltage if applicable, and a wiring diagram including point -to -point connections for all equipment (No reflected ceiling, HVAC, or lighting on fire alarm plans ) • A legend clearly identifying all device symbols (NFPA 170 symbols are preferred) • Conductor types and sizes • Circuit class and style Cut sheets or other necessary information for all devices and equipment • Device manufacturer, model number, operational requirements and limitations, listing information (per UL 864) shall be clearly identifiable or hi- lighted. • Listed compatibility with existing equipment (if applicable) shall be indicated Ta'T P •- Vg» ! h hr�s4J FIRE ALARM SYSTEM PLAN SUBMITTAL CHECKLIST AS BUILTS AND INSTALLATION MODIFICATIONS Modification to approved plans or calculations shall be reflected in an "As Built" drawing. Modifications that result in a variance of 10% to any approved calculation shall be submitted to the AHJ as a revision requiring approval prior to any system acceptance testing or permit approval "As built" point map drawings and calculations shall be provided to the AHJ inspector prior to acceptance testing INSPECTION AND APPROVAL REQUIREMENTS ACCEPTANCE TESTING A functionality and acceptance test shall be witnessed by the AHJ The installer shall pr9vide all necessary test equipment including volt / ohm and decibel meters No partial inspections or acceptance testing will be conducted prior to the completion of the installation without additional inspection fees being paid Detection devices shall either be protected or shall not be installed until all trade work has been completed (Example painting, clean-up, carpet cleaning, etc ) No testing will occur until system monitoring is operational and all devices and communicators have been field tested, proven to be operational and are functioning correctly The required Labor and Industry electrical inspection shall be completed with the inspection sticker or permit card signed prior to acceptance testing A "Record of Completion" shall be delivered to the AHJ prior to inspection All initiating or input devices shall have legible addressing labels affixed to device • Contact the appropriate AHJ to request an inspection at least two work days prior to the desired inspection date Kitsap County 360 -337 -4699 City of,Port Orchard 360- 871 -2411 Bainbridge Island 206 - 842 -7686 City of Poulsbo 360 - 779 -3997 City of Bremerton 360 -473 -5394 • Final system and permit approval is subject to Field Inspection • Re- inspection fees may be assessed where work for which an inspection has been requested is not complete or %N here such work fails to meet operational expectations Assessment of reinspection fees shall beat the discretion of the individual AHJ per code or policy and such fees shall be paid prior to subsequent inspections being performed or approvals granted °> d g �F a �i�oTO+ � FIRE ALARM SYSTEM PLAN SUBMITTAL CHECKLIST System Calculations • Battery calculations including a minimum 12 derating factor Employee work areas with audible alarm coverage shall have a 20% extra capacity for ADA • Voltage drop calculations A single -line riser diagram of all devices, circuits, power connections and interfaces. A project narrative to include design assumptions for detection and notification, current and projected occupancy type, scope of work, type of panel, and number of devices The interface of all fire safety control functions. A Sequence of Operation / Alarm Matrix Faxes are not accented for original submittals. Additional Submittal Requirements _ ❑ Name and contact information for the listed supervising or remote station ❑ If system layout is a performance -based design, include design parameters and values per NFPA 72, 2002, Appendix B ❑ Plan or drawing revisions shall be submitted with changes clouded Other changes or corrections shall be clearly identified ❑ Zone maps may be required at the discretion of the AHJ SITE REQUIREMENTS • The approved set of plans, including comments and conditions of approval issued by the AHJ shall be available on -site while work is being accomplished • The permit shall be posted and other permitting information shall be retained on site By checking the above boxes you are indicating that all required information is present and that the submittal is "counter complete" and ready for review and subsequent approval Submittals requiring additional information shall be placed "on hold" until required information is submitted If upon review corrections to the design are necessary part or all of the submittal package may be returned to the applicant for correction and re- submittal prior to approval or permit issuance WORK REQUIRING A PERMIT IS NOT AUTHORIZED UNTIL PLANS ARE REVIEWED AND APPROVED AND NECESSARY PERMITS ARE ISSUED Signature Date Print Name ire nvo- Title /D$ S 1GiJ $fL Staff Name Date III LICENSED AS PROVIDED BY LAW AS ELEC CONTR LTD ENERGY LICENSE # EXP. DATE EC066A FIREOI *099KW 05/18/2009 EFFECTIVE DATE 0511611991 FIRE ONE INC PO BOX 58528 TUKWILA WA 98238 -1528 LICENSED AS PROVIDED BY LAW AS ELEC CONTR LTD ENERGY LICENSE # EXP. DATE EC066A FIREOI *099KW 05/18/2009 ~ EFFECTIVE DATE 05/16/1991 - ' 1 FIRE ONE INC - y PO BOX 58528 _ - - TUKWILA WA 98138 -1528 FIRE ONE, INC 107 WASHINGTON BLVD. ALGONA WA, 98001 206- 575 -0331 FAX - 253 - 735-4976 SCOPE OF WORK FOR: KITSAP LAKE ELEMENTARY 1 1 1 1 CARR BLVD. BREMERTON, WA 98312 TAX PARCEL IDS: 3 719-0132-02.9-0 1 OB OVERVIEW THE SCOPE OF THIS PROJECT IS TO REPLACE THE EXISTING - CONVENTIONAL CONTROL PANEL WITH A NEW ADDRESSABLE CONTROL PANEL, ADD ONE FIRE ALARM SIGNAL EXPANDER FOR THE CONSTANT POWER DEVICES, REPLACE ALL THE INITIATING DEVICES WITH NEW ADDRESSABLE DEVICES FOR COMPATIBILITY WITH THE NEW CONTROL PANEL. CONTROL PANEL: THE CONTROL PANEL IS A SILENT KNIGHT SBOB WITH AN INTEGRATED DIGITAL DUAL LINE DIALER WIRING: ALL WIRING WILL BE FPL OR BETTER RATED AND SIZED AS FOLLOWS' INITIATING CIRCUITS WILL BE AWG 78 OR GREATER INDICATING CIRCUITS WILL BE AWG 16 OR GREATF�R INSTALLATION: INSTALLATION WILL BE PERFORMED IN ACCORDANCE WITH NFPA 70, NFPA 72 AND APPLICABLE PROVISIONS OF THE WASHINGTON ADMINISTRATION CODE. TECHNICIANS FROM FIRE ONE, INC., CERTIFIED BY THE STATE OF WASHINGTON AND UNDER PERMIT BY THE AUTHORITY HAVING JURISDICTION WILL PERFORM ALL INSTALLATION. TESTING AND WARRANTY: A COMPLETE TEST WILL BE PERFORMED IN THE PRESENCE OF THE OWNER, AND ANY OTHER AUTHORITY HAVING JURISDICTION DEEMED APPROPRIATE. FOLLOWING AN ACCEPTABLE TEST RESULT, THE OWNER AND FIRE ONE, INC. WILL SET THE TERMS FOR WARRANTY SERVICE AND ARRANGE A CONFIDENCE TESTING SCHEDULE. FIRE ONE, INC. WILL PROVIDE SYSTEMS TRAINING TO THE OWNER TO ENSURE PROPER OPERATIONS. INTELLIKNIGHT FIRE ALARM CONT PA NEL IntelliKnight® 5808 Single Loop Addressable Fire Alarm Control System * : � 4 The convenience of an addressable fire / alarm control panel In a cost - effective easy to use package. = AS IntelliKnight Model 5808 is a 127 point class leading single loop addressable fire alarm control /communicator system 5808 provides you A with the revolutionary value and performance of addressable sensing technology combined with exclusive, built -in digital communication, distributed intelligent power, easy to use interface Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight For more information about the IntelliKnight system, or to locate your nearest source, please call 1- 800 - 446 -6444, or in Minnesota, call 763 -493 -6435 Description • Built -in synchronization for + 5808 performs drift compensation and appliances from AMSECO, Gentex®, calibration checks on each of the Faraday, System Sensor®, and sensors in the system Wheelock® • One Form C trouble relay rated at The basic 5808 system can be 2 5A at 27 4 VDC and two Form C enhanced by adding modules such as programmable relays rated at 2 5A at 5860 remote annunciator, 5824 27 4 VDC senal /parallel printer interface module ' Programmable date setting for (for printing system reports), and 5496 Daylight Saving Time intelligent power module 5808 also front c door option combines a dead 9 p front cabinet door with a clear features a powerful built -in dual line fire window, limiting access to the panel communicator that allows for reporting while providing single button of all system activity to a remote operation of the reset and silence monitoring location functions Features Electrical Specifications • Up to 127 addressable points Primary AC 120 VRMS at 50/60 Hz, • Up to 125 zones and 125 output 2 75A groups Total Accessory Load 6A @ 27 4 VDC Model 5808 • Uses standard wire —no shielded or Notification Power 6A @ 27 4 VDC, FCC Part 15 and Part 68 approved twisted pair required • Built -in digital communicator power - limited Type of Jack RJ31X (two required) • Central station reporting by point or Standby Current 170 mA Approvals by zone Alarm Current 325 mA • Supports Class B (Style 4) and Class NFPA 13, NFPA 15, NFPA 16, NFPA A (Style 6 or 7) configuration for SLC Notification & Auxiliary Circuits 70, & NFPA 72 Central Station, • Distributed, intelligent power 3A @ 27 4 VDC per circuit, Remote Signalling, Local Protective • Drift compensation power - limited Signalling Systems, Auxiliary Protected • 13 pre - programmed output cadences, Battery Charging Capacity 7 0 -35 0 AH Premises Unit, & Water Deluge (including ANSI -3 41), and 4 Releasing Service Suitable for programmable outputs Battery Size 18 AH max allowed in g • Notification circuits can be configured FACP Larger capacity batteries can be automatic, manual, waterflow, sprinkler as 2 Class A (Style Z) or 4 Class B housed in an RBB accessory cabinet supervisory (DACT non - coded) (Style Y), or auxiliary power for signalling services rreesNt able, constant, or door holder Mechanical Specifications Other Approvals UL Listed, • Built -in annunciator with 80- character Flush Mount Dimensions CSFM 7170 -0559 142, LCD display 14 5"W x 24 75" H x 3 5" D MEA 429 -92 -E Vol XIV • RS-485 bus provides communication (36 8 W x 62 9 H x 8 73 D cm) to system accessories Overall Dimensions • Built -in RS -232 and USB interface for 16" W x 26 4" H x 4 65" D programming via a PC (40 6 W x 67 H x 118 D cm) r SILENT • Upload or download programming, event history, or detector status via Weight 28 Ibs (12 8 kg) KNIGHT remote or direct connection Color Red • Improvements in SKSS deliver five times faster upload /downloads Telephone Requirements by Honeywell INTELLIKNIGHT FIRE AL ARM CONTROL PA NEL SLC Detectors__ _ _ ___ __ _ _ SLC Modules _ 5880 LED /10 Module SD505 -APS Model SD500 -AIM Features 40 LED Addressable photoelectric smoke detector Dry contact input module for use with outputs, 8 normally SD505 -AIS normally open dry contacts It features an open dry contact inputs indicator LED to show alarm status and one piezo output Addressable ionization smoke detector 5865 and 5865 - SD505 - AHS SD500 - MIM Remote LED Absolute temperature heat detector that Mini dry contact input module is a small Annunciator goes into alarm immediately if the version of the SD500 -AIM For use with pull Features 30 temperature exceeds the programmable trip stations and other normally open dry contact programmable LED (15 point Trip point range from inputs red and 15 yellow) outputs and a piezo 135 0 E- 150°F(0°C -37 0 C) SD500 -ANM sounder The 5865 -4 adds a silence and SD505 -6AB Addressable notification module providing a reset switch to the package Six inch base for use with detector heads single Class A or Class B notification circuit 5883 Relay Board SD505 -APS, SD505 -AIS and SD505 -AHS on the SLC Features 10 general purpose Form C relays SD500 -ARM Used with 5880 module S Addressable relay module that features two 5824 Serial /Parallel Printer Fo inch AB inch base for use with detector heads Form C output relays Provides indicator Interface Module SD505 -APS, SD505 -AIS, and SD505 -AHS LED to show output status Provides one parallel and one RS-232 senal SD505 - 6S6 SD500SDM port for connecting a printer to 5808 Use to Six -inch sounder base for use with existing Two -wire detector input module All for print a real -time log of system events, sensor and base Operates in single and the connection of conventional 2 -wire detector status reports, and event history sounder Re modes and/or additional a system detectors on the SLC loop Requires two souner Requires 2 additinal wires for power additional wires for power Miscellaneous Accessories — - SD505 - 61B SD500 - LIM 5660 Silent Knight Software Suite Short circuit isolator base for SD505 -APS, A short circuit isolator module for SLC PC -base software fgrFACP programming SD505 -AIS, and SD505 -AHS detectors devices When a short occurs on the SLC Upload and view panel account information, loop, it is detected as a trouble, but all SLC event history, and detector status SD505 -6RB devices protected by the isolator module 5670 Silent Knight Software Suite Six -inch relay base for use with existing continue to operate End -user facility management software sensor and base Provides one Form C SD500 -LED allows viewing of detector status and event contact An LED driver capable of driving 80 LEDs history via modem or direct connection SD505 - ADH through the SLC loop Up to 40 Plex - 2 Door Duct housing that detects smoke in HVAC SD500 -LEDs can be used per system ducts Dead front cabinet door with clear window to SD505 - ADHR S - BUS Accessories limit access to the FACP Duct detector base with relay Provides 5860/R Remote Fire Annunciator RBB Form C alarm contact For use with Features the same 80 character backlit LCD Remote Battery Box Accessory Cabinet SD505 -APS and SD505 -AIS sensors display keypad and firefighter's key switch Use if backup batteries are too large to fit Compatible with SD505 -DTS remote test as the 5808 5860 is gray and 5860R is red into FACP cabinet Dimensions switch 16"W x 10" H x 6" D 5496 Intelligent Power Module (406 mm W x 254 mm H x 152 mm D) SD500- PS /SD500 -PSDA A 6 amp notification power expander that SD505 -DTS SD500 -PS is a single action pull station and provides four additional power - limited notification appliance circuit out SO500 -PSDA is a dual action pull station PP puts Remote test switch that provides remote key operated test function and annunciation of detector alarm with SD505 -ADHR �� � • � ssRt.4, ..>.i f SIAD T ` tat if `^.a4 .: Xa.4J w YS+a" IOSD51"f tYK`t• i 5.»41 aMf i � — ,— t' ' f ( � t�+� ( fC..3r.C1Q f0 Alf fpsCSaG- fV].'tiMgR fAWDiRM 5498 f y YY SILENT This document is not intended to be used for installation purposes We try to MADE IN AMERICA t KNIGHT keep our product information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are FORM# 350386 Rev D 04/06 b Honeywell subject to change without notice For more information, contact Silent Knight y Yw 7550 Meridian Circle Suite 100 Maple Grove, Mn 55369 -4927 Copyright 0 2006 Silent Knight Phone (800) 328 -0103, Fax (763) 493 -6475 IntelliKnight 8 JumpStart are Registered Trademarks of Silent Knight Flexput is a Trademark of Silent Knight FIRE SYSTEM ACCESSORY 5496 Intelligent Power Module ' 4 N k q i A dynamic combination of power and intelligence for your notification expansion needs. The Model 5496 Intelligent Power Module by Silent Knight is the most - powerful and cost- effective power supply available today It delivers 6 amps of notification appliance circuit power and built -in synchronization for appliances from Gentex @, System Sensor@, Faraday, AMSECO and Wheelock@ — what you need to drive power -hungry components like ADA notification appliances The 5496's advanced microprocessor design is years ahead of the competition Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies For the most sophisticated and cost - effective notification power supply available, you need Model 5496 Call Silent Knight today for more information at 1- 800 -446 -6444 - Model 5496 3 amps per output circuit Intelligent Power Module Ground fault detector The model 5496 is a 6 amp notification Communicates to the FACP via 4- power expander that provides its own wire SBUS (wire runs up to 6000 ft) AC power connection, battery charging AC loss delay option shuts off power circuit, and backup battery for use with to non - essential h,gh- current fire and security controls such as the accessories like magnetic door IntelliKnight Model 5808 Fire Control holders /Communicator The 5496 is the cost- Lightweight desig i adds to ease of effective solution for powering installation and reduces shipping notification appliances required by the costs Americans with Disabilities Act (ADA) UL 864,1481 & 1971 listed The 5496 has built -in ANSI cadence pattern, which can upgrade older ANSI Cadence pattern output control panels that lack cadence capability built-in capability The Output circuits can be Specifications programmed as Notification Appliance AC Input 120 VAC at 2 7 A Circuits, or as Auxiliary Power Output 24 VDC at 6 amps (configurable for, constant, resettable, Current or door holder power) y Standb 0 mA Model 5496 Intelligent Features Alarm 160 mA Power Module • UL Listed for 6 amps of notification Ambient Temp 32° to 120° F power Notification/Aux 0° to 49° C • Power supply's advanced switch Power circuits Dimensions 12 25"W x 16" H x mode design reduces damaging Output 3" D (30 68 cm W heat and manages power up to 50% configuration 2 Class A (Style Z) x 40 64 cm H x more efficiently than other systems 4 Class B (Style Y) 7 62 D cm) • Built -in synchronization for 2 1 Class & Approvals UL appliances from AMSECO, GentexS, 2 Class B) ) PP Faraday, System Sensors, and Amps per CSFM output cira,rt 3 0 (6 0 amps total) Wheelocks MEA 429 -92 -E vol XIV • 24 VDC filtered output voltage Notification • Four power - limited notification circuit output 20 4 to 27 3 VDC outputs, 2 Class A or 4 Class B, or 1 3 0 amps each, 4 7k EOL resistor Class A and 2 Class B required on each • NACs are programmable as Class B circuit SILENT Notification Appliance Circuits, or as Batttery charging auxiliary power to be used as capacity 35 0 AH KNIGHT constant, resettable, or door holder power by Honeywell FIRE SYSTEM ACCESS Firepower 5496 Distributed Power Module Engineering Specifications The contractor shall supply a power module compatible with the Silent Knight FACP The power module must have 6 0 amps of output power The power module shall connect to the main FACP via an RS 485 system bus (SBUS) The Outputs shall be programmable as Notification Appliance Circuits, or as Auxiliary Power (configurable for, constant, resettable, or door holder power) The power module shall have four separate outputs The power module RS 485 bus shall be optically isolated providing ground loop isolation and transient protection 4 auptts F _ as N^• ri 3t ^,•�i Appl are: e Cr cis is or 35 A -jxi 3ry Pt ,,.N IA 3 °mow E tea, m� "` ,x,� (� ( / QUI 11 + r� SBUS C M 4 r_,%bCF1 'a, 0 to a a ❑aT�1t §� s 4 2 5fert Knght FRCP t> t)•r ��;3ti1 ^ °f� t=`1 k"�' C�t'tFt.3rt Compatible FACPs lntelllKnight 5700 IntelliKnight 5808 IntelliKnight 5820XL SILENT This document is not intended to be used for installation purposes We try MADE IN AMERICA ' KNIGHT to keep our product information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are FORM# 350387 Rev C subject to change without notice For more information, contact Silent © 2008 Honeywell International Inc by Here; k%e3 Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369 -4927 Phone (800) 328 -0103, Fax (763) 493 -6475 www silentknight cam INTELLIKNIGHT O. 5860 Remote Annunciator s A � Bring the power to control an IntelliKnight fire alarm control panel to every area within your facility. Now you can operate and program your IntelliKnight system from up to eight locations throughout your facility The 5860 remote annunciator provides the same advanced, easy -to-use interface found on the IntelliKnight panel's built -in annunciator The 80- character display and ergonomically designed keypad allow for simple and error -free system operation All operations — including reset, silence, detector status checking, fire drill, and programming —are identical Access to the system is through a firefighter's key or an access code For security, a special installation code is needed for programming functions The 5860 connects to the IntelliKnight panel via the RS-485 system bus Wire runs can be up to 6000 feet from the panel For more information about the IntelliKnight system, or to locate your nearest source, please call 1- 800 -446 -6444, or in Minnesota, call 763 -493 -6435 Description • Available in red or light gray Features include an 80- character • Support for simultaneous use of backlit LCD providing easy -to- multiple 5860s understand system messages The • RS-485 interface to panel annunciator is ergonomically • Operation and appearance is designed with over -sized buttons identical to 5860 built -in for the most frequently used annunciator features, like Reset and Silence • On -board piezo sounder audibly In addition to status messages indicates alarms, troubles, and supervisones displayed on the LCD, there are .Five status LEDs for alarm, five LEDs for alarm, supervisory, supervisory, trouble, silence and trouble, silence, and AC power AC power conditions 5860 status • Wiring lengths up to 6000 ft from The annunciator is available in gray the FACP (depending on wire Color to match virtually any decor and gauge and number of devices on 586OR Red red for applications where the SBUS) 5860 Gray annunciator must stand out The • UL listed, complies with NFPA 72 Environmental annunciator enclosure can be • CSFM approved Operating Temperature 32 °F – surface or flush mounted A trim Electrical Specifications 120 °F (0 °C – 49 °C) ring kit is available for surface Operating Voltage 24 VDC Humidity 10% – 93% non - mounting Standby Current 20 mA max condensing Features Alarm Current 25 mA Approvals • 80- character backlit LCD display Wiring Distance 6,000 max from NFPA 72, UL Listed, (4 lines with 20 characters on FACP de endin on wire gauge ( p g 9 9 CSFM 7170 -0559 135, each line) • Tactile and audible feedback and number of devices on the MEA 429 -92 -E Vol IX, SBUS) FM Approved • Accepts user codes or fire stem 8 Max Per S fighter's key Y • Larger keypad buttons for system Mechanical Specifications , 511 I N I reset and silence Physical 9 1"W x 7 4" H x 1 5" D htitC,11 I • Install up to eight 5860s per (23 1 W x 18 8 H x 3 8 D cm) FACP Shipping Weight 2 8 Ibs (1 3 kg) INTELLIKNIGHT ACCESSORY 5860 Remote Annunciator Engineering Specifications The main control must have a built -In annunciator and must support up to eight remote annunciators Remote annunciators shall have the same control and display layout so as to match the appearance of the built -in annunciator Remote annunciators shall be available In two colors, red or light gray Remote annunciators shall have Identical functionality and operation as the built -in annunciator All annunciators must have an 80- character LCD display and must feature five LEDs for General Alarm, Supervisory, System Trouble, System Silence, and System Power All controls and programming keys are silicone mechanical type with tactile and audible feedback Keys have a travel of 040 Inches No membrane style buttons will be permissible The annunciator must be able to silence and reset alarms through the use of a code entered on the annunciator keypad or by using a firefighter's key The annunciator must have two levels of user codes that will limit the operating system programming to authorized individuals The control panel must allow all annunciators to accommodate multiple user Input simultaneously Wire Runs Up to 60 Feet from rACP S9 _ _ w jJ _ V �6CA 56f0 "CIO Up t4 FEglPit `BFa s P" 5"tetti Gihoz•,n . hl. Xr grt FACT Compatibility Ordering Information Accessories IntelliKnight 5820XL FACP 5680R Remote Annunciator 5860TR Red Trim Ring IntelliKnight 5808 FACP Four line LCD annunciator with 20 For surface mounting IntelliKnight 5700 FACP characters per line Red 5860TG Gray Trim Ring 5680 Remote Annunciator For surface mounting Four line LCD annunciator with 20 characters per line Gray This document is not intended to be used for installation purposes We try MADE IN AMERICA to keep our product information up -to -date and accurate We cannot cover 13 K \ I (. E E I all specific applications or anticipate all requirements All specifications are FORM# 350224 Rev C, 05/06 i r subject to change without notice For more information, contact Silent ©2007 Knight 7550 Mendian Circle Suite 100, Maple Grove, MN 55369 -4927 Honeywell International Inc Phone (800) 328 -0103, Fax (763) 493 -6475 INTELLIKNIGHT ACCESS Addressable Photoelectric Type Smoke Detector Detect smoldering fires quickly and get help fast with IntelliKnight® photoelectric ' smoke detectors. E� IntelliKnight addressable photoelectric smoke detectors are the clear choice for commercial settings where smoldering fires are a threat In addition to accurately detecting a smoldering fire, each SD505 -APS photoelectric detector has a unique address, which is recognized by the IntelliKnight panel No precious seconds are wasted in determining location of an alarm The SD505 -APS compensates automatically for contamination in the environment And detector testing is simple even from a remote site Like other IntelliKnight detector models, the SD505 -APS offers a low profile for pleasing aesthetics The IntelliKnight family of detectors has been designed to use a commoabase, Model SD505 -6AB, allowing complete application and placement flexibility Combine all this with the features you've come to expect from Silent Knight smoke detectors —easy installation, stable operation, RF /transient protection, and vandal - resistant locking —and it adds up to a flexible solution for all your fire protection needs Model SD505 -APS The light received is converted into Analog / Addressable an electronic signal Under normal Photoelectric Type conditions, the status LED blinks Smoke Detector approximately every 15 seconds, The SD505 -APS is particularly indicating that the head is suited to detecting dense smoke communicating with the loop The typical of fires involving materials LED lights continuously during the such as soft furnishings, plastic, alarm period foam or other similar materials Features which tend to smolder and produce . Low profile, 2 inches, including SD505 -APS Smoke Detector large visible particles base Specifications The detector features automatic • Simple and reliable addressing Operating Voltage 17-41 VDC compensation for contamination without mechanical switches Current Consumption and a simple detector calibration - Automatic compensation for test procedure that can be run from sensor contamination Standby 55 mA the panel or remotely (using the . Built -in fire test feature Alarm 55 mA WindowsTM based downloading . Simple detector calibration Ambient Temperature 32 °F to 120 °F software) testing through the control panel (0 °C to 49 °C) Operation or remotely through a Mounting 4" Square, 4" The SD505 -APS units made up of WmdowsT^^ based computer OCT, Single an LED light source and a silicon software ga ng mud ring photo diode receiving element In a - Vandal- resistance locking Relative Humidity 85% normal standby condition, the features noncondensing receiving element receives no light . Field cleanable Air Velocity 0 - 300 FPM from the pulsing light source In the - UL listed, meets NFPA 72 Ch 7 event or fire, smoke enters the requirements Compatible Bases S0505 -6AB detector and light is reflected from . CSFM approved (Sold Separately) (6" Base) the smoke particles to the receiving MEA approved 4 element ) • FM Approved SILENT r KNIGHT by Honeywell INTELLIKNIGHT ACCESSORY Model SD505 -APS Addressable Photoelectric Type Smoke Detector Engineering Specifications The contractor shall furnish and Install where Indicated on the plans, addressable photoelectric smoke detector Silent Knight SD505 -APS The combination detector head, and twist -lock base, shall be UL® listed compatible with Silent Knight's IntelllKnight fire control panels The base shall permit direct Interchange with Silent Knight SD505 -AIS Ionization Smoke Detector, or SD505- AHS Heat Detector Base shall be the appropriate twist -lock base SD505 -6AB The smoke detector shall have a flashing status LED for visual supervision When the detector is actuated, the flashing LED will latch on steady The detector may be reset by actuating the control panel reset switch The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus ,z The vandal - resistant, security locking feature shall be used in those areas as indicated on the drawing The locking feature shall be field selectable as required The SD505 -APS shall automatically perform a functional test of the detector The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits 4 C iarneter = 5 -15115 Diameter= 3- 15116" .% o Height = 2 inches, - ^ f including base QfLLiaT A LLNT 0 Model SD5O5 -6AB Detector Base Model SD5O5 -APS Detector Head (front view) (front view) SILENT This document is not intended to be used for installation purposes We try to MADE IN AMERICA K13 ,\ IG HT keep our product information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are FORM# 350225 Rev C, 05/05 r subject to change without notice For more information, contact Silent Knight by rlore,,vell 7550 Meridian Circle Suite 100, Maple Grove Mn 55369 -4927 Copyright © 2005 Silent Knight Phone (800) 328 -0103, Fax (763) 493 -6475 INTELLIKNIGHT ACCESS Addressable Heat Detector p y�gf { t9 Y IntelliKnight® addressable heat detectors combine accurate heat detection with pin -point location ID. An essential combination for any installation. IntelliKnight heat detectors are an essential component in virtually any IntelliKnight Installation The IntelliKnight panel recognizes each detector by Its specific address, so precious seconds are not wasted In determining location of an alarm Like other IntelliKnight detector models, the SD505 -AHS offers a low profile for pleasing aesthetics The IntelliKnight family of detectors has been designed to use a common base, Model SD505 ,6AB, allowing complete application and placement flexibility Combine all this with the features you've come to expect from Silent Knight detectors —easy Installation, stable operation, RF /transient protection, and vandal - resistant locking —and it adds up to a flexible solution for all your fire protection needs Model SD505 -AHS If the temperature exceeds the trip Addressable Heat point (programmed at the panel), an alarm occurs The status LED - Detector lights continuously during the alarm f =' The SD505 -AHS is a heat detector period suited to virtually any commercial Under normal conditions, the status setting The SD505 -AHS Is an LED blinks approximately every 15 absolute temperature device This seconds, indicating that the head is means that It responds in alarm If communicating with the loop the temperature goes above the trip point (programmed at the Features panel) - Low profile, 2 Inches, including SD505 -AHS Heat Detector The SD505 -AHS provides accurate base Specifications temperature measurement data to - Absolute temperature device Operating Voltage 17 to 41 VDC the fire alarm control panel This - Simple and reliable addressing Current Consumption heat detector Is particularly suited - Stand 55 mA to environments where smoke Uses digital communication y prOt0001 Alarm 55 mA detectors cannot be used because of the presence of steam or - The SD505 -AHS is UL Listed Detection Temperature Range 135 F to 150 cooking fumes, such as In a and meets the requirements (57 C TO 65 "C) kitchen outlined In NFPA 72 Inspection Ambient Temperature 32'F to 120 Operation Chapter to � d Maintenance, (02C to 49121C) p Mounting 4 SQR, 4" OCT The SD505 -AHS unit Is made up of - CFSM listed Single gang mud an externally mounted thermistor - MEA listed ring with a specially designed cover that Sp acing Rated S 70' between protects the thermistor while - FM approved p g sensors on smooth allowing maximum air flow The ceilings thermistor reads the temperature f SILENT Compatible Bases SD505 -6AB from the air It takes In It then KNIGHT (Sold Separately) (6' Base) transmits a signal representing the SD505 -4AB temperature to the IntelliKnight (4' Base) panel by Honeywell INTELLIKNIGHT O. Model SD505 -AHS Addressable Heat Detector Engineering Specifications The contractor shall furnish and Install where Indicated on the plans, addressable heat detector Silent Knight SD505 -AHS The combination detector head, and twist -lock base, shall be UL® listed compatible with Silent Knight's IntelllKnight fire alarm control panels The base shall permit direct Interchange with Silent SD505 -APS Photoelectric Smoke Detector, or SD505 -AIS Ionization Smoke Detector Base shall be the appropriate twist -lock base SD505 -6AE The smoke detector shall have a flashing status LED for visual supervision When the detector is actuated, the flashing LED will latch on steady at full brilliance The detector may be reset by actuating the control panel reset switch The vandal - resistant, security locking feature shall be used In those areas as Indicated on the drawing The locking feature shall be field removable when not required Voltage and RF /transient suppression techniques shall be employed to minimize false alarm potential u Dia^ er - 5 15 D,ameter = 1 15 16 f t r He qht - 2 inches including base - Model SD505 -6AB Detector Base Model SD505 -AHS Detector Head (Front View) (Front View) SILENT This document is not Intended to be used for installation purposes We try to MADE IN AMERICA r KNIGHT keep our product Information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are FORM# 350229 Rev 13, 05/05 subject to change without notice For more Information, contact Silent Knight by Honeywell 7550 Mendlan Circle Suite 100, Maple Grove, Mn 55369 -4927 Copynght © 2005 Silent Knight Phone (800) 328 -0103 Fax (763) 493 -6475 INTELLIKNIGHT OR SD500 -PS and SD500 -PSDA q :nP Addressable Pull- Station A IntelliKnight's addressable pull stations r combine fast response with pin -point location ID. The SD500 -PS and SD500 -PSDA are a single action or dual action addressable manual fire alarm pull station for use with Silent Knight's IntelliKnight fire control panel Extremely easy to operate, the SD500 -PS /PSDA provides a fast and practical means of manually initiating a fire alarm signal The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm The SD500-PS /PSDA mounts to a single gang box and features a rugged metal construction that lasts and lasts Combine all this with the features you've come to expect from Silent Knight - easy installation and stable operation - and it adds up to a flexible solution for all your fire protection needs Model SD500 -PS & • Extremely easy to operate SD500 -PSDA • Corrosion - resistant gold - plated !, contacts • Addressable Pull • Reflective label makes it easier Station to locate in low light The SD500 -PS is a single action Operation addressable fire pull station, and The SD500 -PS /PSDA single action the SD500 - -PSDA is a dual action pull stations are operated by a pull addressable fire pull station The on the front pull cover of the SD500 -PS /PSDA feature rugged station A plunger switch, wired to metal construction A terminal strip a self contained addressable A on back of the pull station allows module, is released as the pull interconnection of the pull station to station opens to initiate the alarm the SLC of an IntelliKnight control Once operated, the cover hangs panel The SD500 -PS /PSDA is down and can be seen up to 100 designed for indoor use in non- feet away The pull station is reset explosive environments The by returning the front cover to the normally open initiating point normal upright position and contacts are gold - plated to avoid relocking the station with a reset risk of corrosion The SD500- key The reset keys are the same PS /PSDA has been tested by UL keys used on Silent Knight for compliance to the requirements enclosures of the Americans with Disabilities The SD500 -PS /PSDA includes a ACT (ADA) status LED which blinks, indicating SD500 -PS Features that the addressable module is Ambient Temperature s2 °F to 120'F • UL Listed communicating with the loop The (o °C to 49°C) • CSFM listed status LED lights continuously Mounting Single gang during an alarm A dip switch on box - • ADA compliant the addressable module is used to Optional Red Surface Mount Box PS SMBB • Key reset (Same key as Silent set the unique address Knight enclosures) • Surface mount back box Specifications available Operating Voltage 24VDC SILENT Standby Current 55mA KNIGHT • Terminals - accept up to 14 Alarm Current 55mA gauge wire INTELLIKNIGHT ACCESS SD500-PS and SD500 -PSDA Addressable Pull- Station Engineering Specifications Manual pull station shall be addressable Module SD500- PS /SD500 -PSDA Equipment shall be made of 14 gauge C R S (Cold Rolled Steel), painted with a red enamel The label shall contain the words Fire Alarm and be made of a reflective material embossed text 3/8 inches tall Operating instruction shall be clearly visible on the same label Manual station Shall contain a key operated test and reset lock using a lock plate actuator, the key shall match the control panel Manual station shall contain four terminal blocks with two connected to the addressable module and two connect to the SLC loop Manual station shall provide data to the control panel with an ID address programmed by dip switch settings Manual stations shall be Underwriters Laboratories Inc listed and installed within the limits defined in the American Disabilities Act FRCP Zf 11' s \♦ \♦ \♦ ' .. :.r .,,., � _...ter 0 ♦ \\ \ r Wiring � T - Mounting to Single Mounting to Optional Gang Electrical Box Surface Mount Box . SD500 -PSDA I C +CCitu,ai (4q. - p1Dt H' Installing SD500 -LK Dimensions SILENT KNIGHT 7550 Mendian Circle, Maple Grove, MN 55369 -4927 MADE IN AMERICA 800 - 446 -6444 or in Minnesota 763 - 493 -6435 FORM# 350342, Rev 09/03 FAX 763 - 493 -6475 World Wide Web http / /www silentknight corn Copyright 0 2003 Silent Knight INTELLI KNIGHT O- SD500 -AIM & SD500 -MIM Addressable Input Modules IntelliKnight's addressable contact monitor b� modules combine fast response with pinpoint location ID. A combination that saves lives and '± property. The SD500 -AIM and SD500 -MIM are addressable input modules for use with Silent Knight IntelliKnight fire alarm control panels (FACP) The SD500 -AIM and S0500 -MIM are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices The SD500 -AIM addressable input module mounts to a 4 "- square box The SD500 -MIM mini input module fits inside a single gang box The modules are supervised, single Input contact monitors Using an EOL resister, they monitor for alarm contact closures and for open circuit wiring fault conditions The SD500 -AIM and SD500 -MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation —a flexible solution for all your fire protection needs For more information about the IntelliKrnght system, or to locate your nearest source, please call 1- 800 -446 -6444, or in Minnesota, call 763 -493 -6435 Description • DIP switch programmable for fast The SD500 -AIM and SD500 -MIM are installation addressable input modules for use with • Up to 2500 ft wiring distance from the Intellikrnght fire alarm control either input module to contact panels (FACPs) The SD500 -AIM • Use up to 14 gauge wire addressable input module mounts to a . UL listed 4 "- square box The SD500 -MIM mini input module fits inside a single gang Electrical Specifications = - box Both input modules are designed Standby Current 0 55 mA to be used with pull stations, water flow Alarm Current 23 mA max for one switches, and other applications device, 46 mA max for two devices, 50500 AIM requiring dry contact alarm initiation 0 55 mA for each additional device devices These modules are supervised, single Line Resistance 5012 max 40' input contact monitors Using an EOL Mechanical Specifications resistor, they monitor for alarm contact SD500 -AIM Physical Description closures and for open circuit wiring Dimensions fault conditions If a fault occurs in the 4 9" W x 4 9" H x 1" D wiring, the module alerts the FACP (12 4 W x 12 4 H x 2 5 D cm) Each addressable input module is Weight 3 6 oz (120 1 g) 5D500 MIM programmed with a unique signal line Color Ivory cover plate circuit (SLC) loop address SD500 -MIM Physical Description Approvals Features Dimensions NFPA 71 & NFPA 72 • Single contact monitor 15" W x 2 5" H x 0 7" D • SD500 -AIM su orts Class A S (3 8 W x 6 4 H x 18 D cm) UL 864 p (ty le Weight 1 6 oz 45 4 CSFM 7300 -0559 132 D) or Class B (Style B) contact g ( g MEA 429 -92 -E Vol IX monitor wiring • SD500 -MIM support for Class B Environmental FM Approved for use with the 5820XL (Style B) contact monitor wiring Operating Temperature • Attractive ivory cover plate with the 32 °F - 120 °F (0 °C - 49 °C) SD500 -AIM Humidity SILL\ I • Small and lightweight size allows for 10% - 93% non - condensing ' KI\ IG I i C flexible mounting options with the SD500 -M I M C?V Ff( ti:} e 1 INTELLIKNIGHT O. SD500 -AIM & SD500 -MIM Addressable Input Modules Engineering Specifications The contractor shall furnish and Install where Indicated on the plans, addressable Input modules Silent Knight SD500 -AIM or SD500 -MIM The modules shall be UL listed and compatible with Silent Knight's IntelllKnight FACPs The SD500 -MIM shall fit Inside a single gang electrical box The SD500 -AIM shall be supplied with a plastic cover and shall be suitable for mounting to a 4 "- square or double gang electrical box The SD500 -AIM addressable Input module must provide a monitor LED that is visible from outside the cover plate T - • j 1 rd� I r . . Compatible FACPs Ordering Information 5820XL SD500 -AIM Input Module 5808 Addressable input module with ivory 5700 cover plate SD500 -MIM Input Module Addressable mini input module SILE This document is not intended to be used for installation purposes We try to MADE IN AMERICA 13 KN IG HT keep our product information up-to -date and accurate We cannot cover all specific applications or anticipate all requirements All specifications are FORM# 350231 Rev D, subject to change without notice For more information, contact Silent Knight ©2008 Honeywell International Inc by Hone} 4 e 1 7550 Mendian Circle Suite 100, Maple Grove Mn 55369-4927 � Phone (800) 328 -0103 or 763 - 493 -6400 Fax (763) 493-6475 www silentknight corn FILE BUILDING PERMIT 1111 CARR BLVD INSPECTION KITSAP LAKE ELEMENTARY SCHOOL - INSTALL NEW DOOR CARD IN EXISTING CORRIDOR WALL Building Plumbing ® Mechanical ❑ Alarm /Sprinkler This Placard must be posted on or near building and the Permit & "Approved" plans must be at t s Permit # BB 10 00564 POST ON SITE Call the following Agency Telephone Numbers for inspectio - Property lines shall be properly identified and marked before Budding Department Inspections Call (360) 473 -5870 foundation footing inspection Setbacks are measured to the finished wall structure WATER - Publtc Works -Water (360) 473 -5927 - Remspection fee may be assessed if inspection has been PW - Public Works - Engineering (360) 473 -5270 requested when not readyor corrections are not completed HEALTH - Kitsap Co Health District (360) 337 -5285 - Permit, approved plans, engineering, and inspection card shall Fire - Fire Department (360) 473 -5394 be on site during construction or Remspection Fee maybe L &I - Dept of Labor and Industry (360) 415 -4000 assessed Inspection Approved Date Notes Shear Wall Panels /Braced Wall Panels X 11 6 121 Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed Sheetrock Nailing FIRE - Final Inspection ` Final Inspection - Building FINAL BUILDING (360) 473 -5870 All of the above must be approved Occupancy approval for SFR only - Commercial structures require a separate Certificate of Occupancy DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER Page 1 of 1 Valarie Jacobsen From Yvonne Dean [Yvonne Dean @bremertonschooIs org] Sent Thursday, January 27, 2011 1 20 PM To Valane Jacobsen Cc Ron Carpenter Subject Bremerton School District - Kitsap Lake Elementary Permit BB1000564 A permit (BB1000564) was obtained from the City to install a door at Kitsap Lake Elementary (111 Carr Blvd ) While in the process of installing said door, we discovered no shear wall as indicated in the original plans Ron obtained permission from the City to complete the door installation As a result, Ron Carpenter and a Structural Engineer will be holding a meeting at the building on January 31 to go over how the district should proceed to correct this issue Ron would like to invite the Bremerton Department of Community Development to be thereat 10 am Please let us know if someone will be able to come Yvonne Dean Yvonne deangbremertonschools org Bremerton School District Maintenance Office Coordinator 360- 473 -0506 1/27/2011 CITY OF BREMERTON PERMIT NUMBER BB10 00564 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 10/25/2010 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 -5278 ASSESSOR NUMBER 3719 - 002 -029 -0108 ZONING Rio SITE ADDRESS 1111 CARR BLVD APPLICANT NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON WA 98312 OWNER NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON WA 98312 CONTRACTOR TOBESELECTED PHONE ADDRESS LENDER NAME PHONE 0 DIRE SUBMITTED 09/30/2010 APPROVED 10/12/2010 TION 04/23/2011 STATUS ISSUED VALUATION $4 500 00 Commercial Building Perini w/ )Mech cal /P lumbing Budding Permit $102 00 2211 KITSAP LAKE ELEM NTCHOOL - INSTALL NEW DOOR IN EXISTING Plan Review Fee $6630 16 -4580 CORRIDOR WALL State Surcharge $450 0236 Building Code Edition IBC 2009 TOTAL FEES $17280 Occupancy Group E Type of Construction Flood Zone Setbacks (Front) (Side) (Rear) (Other) Sanitation Method Number of Bedrooms Square Footage Bid Price from Applicant TOTAL Inspection Requests FIRE Fire Inspections (360) 473 -5394 DCD Building Inspections (360) 473 -5870 HEALTH Kitsap County Health District (360) 337 -5285 L &I Department of Labor and Industries (360) 415 -4000 PW &U Public Works - Engineering (360) 473 -5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements Any demolition testing or financial burden shall be borne directly by the permit holder Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction I hereby certify that 1 have read and examined this permit and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction If listing the owner as general contractor I certify that I am exempt from the requirements of the State Contractor s Registration Law under Section 3 Chapter 126 Laws of 1967 All revisions to an approved plan require DCD review and approval prior to performing work All budding and tenant occupancy permits are required to pas final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy I have read, and agree to abide by he n ions this permit including all c td ions of zoning, budding codes, and State and Federal laws SIGNATURE OF OWNER OR B y` AGENT PRINTED NAME 4 c `P V DATE CONDITIONS City of Bremerton's approval o is application pertains only to the City's regulato urisdiction, and thus compliance with City regulations does not necessarily nsure compliance with federal or state laws 10 (DCD -02) DCD Validity of permit The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors In the construction documents and other data The building official Is also authorized to prevent occupancy or use of a structure where In violation of the Washington State Building code or of any other ordinances of the City of Bremerton 10 (DCD -01) DCD Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L &I) regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials In the work area or structure The asbestos survey must be conducted by and EPA - certified (AHERA) building Inspector (except renovation or owner - Page 1 of 3 CITY OF BREMERTON PERMIT NUMBER BB10 00564 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 10/25/2010 lip 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 -5278 ASSESSOR NUMBER 3719- 002 - 029 -0108 ZONING R10 SITE ADDRESS 1111 CARR BLVD APPLICANT NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON WA 98312 OWNER NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON WA 98312 CONTRACTOR TOBESELECTED PHONE ADDRESS LENDER NAME PHONE 0- ADDRESS SUBMITTED 09/30/2010 APPROVED 10/12/2010 EXPIRATION 04/23/2011 STATUS ISSUED occupied single family residences) DCD For more Information, please contact Clean Air Agency through their web site at www cleanair org or by phone at 800 - 552 -3565 or 206- 689 -4058 The L &I web site can be found at www Ini wa gov /p -ts /asbestos /asbestos htm / 10 (DCD -47) DCD Reinspection Fee All approved plans, the printed building permit, and the permit c � Inspection placard, are required to be on -site for Inspection purposes, and work to be Inspected shall be complete and ready for inspection If an Inspection is called for and plans are not available on site, or the work is not ready for Inspection, approval will not be granted In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further Inspections being performed or approvals granted 10 (DCD -50) Final Inspection Required All building permits shall have a final Inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity 11 (DCD -14) DCD Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for Inspection 12 (DCD -32) Changes to Plans Any changes to plans shall be approved before construction Is performed Architect or engineer of record shall approve the change before submitting a revision A revision is subject to a revision fee and additional fees for plan review and / Inspections 20 (FIRE -01) Life Safety and Fire Protection systems shall comply with International Fire Code (IFC) with Appendix International Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www cl bremerton wa us To contact the Bremerton Fire Marshal's office, Mike Six at Michael Six @cl bremerton wa us or (360) 473 -5386 All questions, to be binding, must be followed with an email re- stating the question and must include either digital photos and /or drawings to show both existing conditions and proposed changes /alterations The Inspection retains the right to make requirements not addressed during plan review In many cases the plan reviewer is not given adequate Information to address all issues The onsite inspection allows for a true representation of the project All projects require a visible address during and after construction All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads Page 2 of 3 CITY OF BREMERTON PERMIT NUMBER BB10 00564 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED 10/25/2010 345 - 6th Street Bremerton WA 98337 (360) 473 -5275 Fax (360) 473 -5278 ASSESSOR NUMBER 3719 -002 029 -0108 ZONING R10 SITE ADDRESS 1111 CARR BLVD APPLICANT NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON WA 98312 OWNER NAME KITSAP LAKE ELEMENTARY PHONE (360) 473 -0502 ADDRESS 134 MARION AVE N BREMERTON, WA 98312 CONTRACTOR TOBESELECTED PHONE ADDRESS LENDER NAME PHONE 0 - ADDRESS SUBMITTED 09130/2010 APPROVED 10/12/2010 EXPIRATION 04/23/2011 STATUS ISSUED MINIMUM INSPECTIONS REQUIRED To request an Inspection, please call (360) 473 -5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and Inspection type To register for on -line Inspection access, visit the City's website at www cI bremerton wa us Shear Wall Panels /Braced Wall Panels Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) Sheetrock Nailing FIRE - Final Inspection Final Inspection - Building Page 3 of 3 POLE be)(0 0 �4 1 RECEIVED PERMIT CENTER co 9 City of Bremerton Q SEP 3 0 2010 COMMERCIAL • Building Permit Application Department of Department of CQRRM ))@W1qfflj LAt - 345 - 6th Street, Suite 600 * Bremerton, WA 98337 -1873 (360) 473 -5275 * Fax (360) 473 -5278 " www ci bremerton wa us li Owater ❑ Coma c r E9, t ' n Business Name 1!;'F SGC, DISI R CT * 106 Site Address: KIT t K E-11-115M l I l l l CAS ?3 LY0 / 'Bft MEV_ - ToN To apply for a property address, contact Public Works at (360) 473 -5270 CONTRACTOR: OWNER 1Bl2fsM6j?_j U SC VASTIU 7 Address Address City, State, Zip City, State, Zi License # & Expi Date Phone # Contact Name Authorized Agent Name tow CW Contact Phone # Address SAMF1- Email address City, State, Zi Tax ID /Parcel # Phone # (360 1 ❑ Sewer ❑ Septic Email address ird CRY re rCv%CY n Sr- �Itw(S,ar�C I ilhatl�eicatIp�n or?�Pleasecleckj Newsrlstrucbon A too,dt 'on ❑ NEW COMMERCIAL ® TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards ) ❑ NEW MULTI - FAMILY ❑ REROOF ❑ DEMOLITION _ Interior _ Exterior** _ Foundation Wall ** Roof / Section" ** Separate demolition permit and fees required Contact Public Works for sewer cap permit (473 -5270) Sewer must be capped pnor to demolition permit issuance ❑ OTHER IS THIS PROPERTY WITHIN 200 FEET OF SHORELINE? YES7 NO Scope of work proposed INS - TALL N rEW Dorf IN A0 S`ICZMNCk COV44 OX tN ALL IN f•ITSk? I /A Krz r7_LIzW11N at Tt� Square Footage: Building Construction Type I " Hour- Valuation Plan Review Fee Permit Fee Surcharge Total Fees 6 0 � +s"" /7.. (Fa Application for which no permit is issued within 180 ays following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to t e applicant or destroyed by the budding official The budding official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have p action from being taken No applicant shall be extended more than once In order to new action on an application after expira on a licant shall sub plan anq pay a new plan review fee ?� 1 42 Applicant's Signature Date Rev July 2008 RECEIVED City of Bremerton J8(8/ 0 0 0 SEP 3 0 2010 Department of Community Development Bremer ton Fire Depar Fire Marshal's Office Construction Assistance Bulletin Operations checklist Project Address: I M cA?4 1 13?x*AV' -z0 N Primary Contact: F0 cASTr Email: e-0N. cAW te(tToN scrwct -S • aF-4 Below Is a checklist of activities which this occupancy will be performing during day to day operations not during construction Please check all that apply Also, please provide a copy (In both PDF and DWF /DWG format) of ALL drawings and specifications for this project Please check all that a I Aviation Battery Back Card swipe system Compressed Gases u Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable /Combustible Forklifts Material Liquids NJA- Gates Hot -work Large Ovens LPG Lumber /wood Motor vehicle Painting /powder coating Racks (12' or more in p roducts repair height Refrigeration Storage >6' Tire Storage Dust products will be System high I I produced Place a check next to any item that will be added /removed or otherwise modified DURING CONSTRUCTION ONLY.. Electrical Plumbing Fire Alarm Fire Sprinkler Hood System X Walls HVAC Storm/Septic Building Access Site changes Windows Stairs Elevator Y. Doors Building security ALL NEW CONSTRUCTION Items not mentioned Gv"T EXIST If-14 n e-f IN MA. l NS'rkt -� N t coo?--/ r R*n 7- t- A- s 5o c� s ? fzaL Ma M 5MT F? l IL A- e rs ( g wAiA- is A s It i WArLL- A5 w a4. or it It %)K- F4 ?filD W A UL find uson the mrid wide "bat TASK DATE .�� Q A ART OCI AN D E R SON TITLE A (� A P JA g fl, PREP W0 9 p , Ro om vool� 702 Phanc AVENUE, BUMMON, WA 98337, W) 479 r : VZW5A P LA W 4,rM Et4 -rA g 5G4 opIi M/ COR) ULv®. OWN gF , :13 r 2 - 5-, H99 - 10H SCHOOL, 0 1 5Tr 154 H MA91 V. A A 179 - RM4 CA- kMN )e L 0AZ75- - FA 6 z5 - W -1 4 W# ShU 4qr.,) PI-f RECEIVED City of Bremerton SEP 3 0 2010 Department of Community Development DES R A,P A 18..417 it 1 ER ci s /ONAL tiNG` M J* And °5 ° ^&� 2 b at TASK f DATE — r AR AN DERSON TITLE KIWW AP�Akl el- 04. PREP ASSOCIATES 120 202 PALM Awau6 B DAMON, WA %337,(3f.0) 47%%W I S HT 1 � pcop, le 7,o,2—' !I y� �) w�.P+ ; ��� ��d� � �� 3 ►���. � � ��� PLC �- � ��x '46r� �1 - - B.�j /I�v13 ok r_OLATAW, hu em �. , 3 oMG j a I� 5PAOV114 ` lg14 fa�44 �2 004 (e Y 0 3 Dour j (SA -SAM , { REMERTON SCHOOL ISTRICT - LF ART ANDERSON ASSOCIATES 202 PACIRC AVE BREMERTON WA 98337 KIT P L KE ELEMPNT RY (36 0) 479 -5600 611 AM AVE SUITE 208 SEATTLE WA (206) 622 -6221 6221 R OOR ITION PQ 784"1" �S8 ONA�1� VICINITY MAP LOCATION MAP SITE PLAN L �EDMO DS KINGSTON 3 f r l _ k KITW I F la, LAKE s OYSTER EU3IENTArrr CMALr �i'o SEA BAY BUM= F cc IM ¢,- r 03 101. �� � RTO ', — JW�O_ BRE]dEN W FAMW So ORTH AU 0 3 PROJECT IC a + I SITE b Z Q O War® 8 PR C? �G FIM LAW PLAN W �e T 101 t- COMA € LoG�A"( Co NORTH m IF GENERAL NOTES PROJECT DESCRIPTION 1 THE CONTRACTOR SHALL VERIFY DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE _ ENGINEER SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES INSTALL A NEW 3'X7' HM DOOR AND FRAME THRU THE CORRIDOR WALL 0' � 2 �Q w DRAWN K)H 2 OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND /OR SPECIFICATIONS SHALL BE BETWEEN THE CORRIDOR AND THE LIBRARY WORK ROOM s DESIGNED VLS BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED DOOR TO BE 20 MINUTE UL -RATED DOOR TO MATCH OTHER CORRIDOR � � DATE VlS 3 MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL STANDARDS AND TO THE APPLICABLE G F PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION, AND STATE AND LOCAL AMENDMENTS DOORS �C. S R Fb 23SEPIO 4 THE CONTRACT DRAWINGS AND PROJECT NOTES REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, �� F REVISIONS THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE MEASURES NECESSARY WALL IS LOAD - BEARING AND IS IN A SHEAR WALL LOCATION SEE DWG �� O TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING DEMOLITION AND CONSTRUCTION THOSE DETAILS FOR STEEL MOMENT FRAME INSTALLATION MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SCAFFOLDING, PLANKING, ETC THE CONTRACTOR, AT Valldlty of permit The Issuance or granting of a perms( HIS OWN EXPENSE, SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY shall not be construed to be a permit for or an approval JOB NO PRECAUTIONARY MEASURES SHALL BE USED AND TO INSPECT SAME AT THE JOB SITE OBSERVATION VISITS TO THE CHANGES of any violation of the crowslons of the International FABSDO93 SITE BY THE ENGINEER DO NOT INCLUDE INSPECTION OF THESE ITEMS MUST BE APPROVED PRIOR Codes or any other ordnance of the City of Bremerton 5 ,� ME 5 SUBMISSION OF A BID BY THE CONTRACTOR CONSTITUTES HIS ASSURANCE THAT HE WILL CONSTRUCT THE PROJECT TO PEPFORMING WORK Pe mils presuming to glue authority to violate or cancel .s � 841 ��G`�4_k, TrnE sHtff, DRAWING AS INDICATED IN THE CONSTRUCTION DOCUMENTS the provisions of the International Codes and SSff TM ordinances of the City of Bremerton shall not be valid S �ONAL tiN INDK MAPS 6 ANY DEVIATION FROM THE DETAILS, PRODUCTS, OR DESIGN REQUIREMENTS SHOWN ON THE DRAWINGS SHALL REQUIRE - ° "'^ 1 n5 4) WRITTEN APPROVAL BY THE ENGINEER AND THE COMPENSATION FOR RESEARCH, CALCULATIONS, AND ANY OTHER MUST COMPLY WITH ALL WASHINGTON �� COSTS INCURRED FOR REVIEW SHALL BE PAID TO THE ENGINEER BY THE CONTRACTOR, REGARDLESS OF WHETHER ,g► , THE DEVIATIONS ARE REJECTED OR ACCEPTED STATE CODES IF SHEET IS NOT SHT NO OF 22 ° x34 ° � 7 ALL WORK SHALL BE CONDUCTED AFTER SCHOOL HOURS, OR ON WEEKENDS AND SCHOOL HOLIDAYS SCALE _ j� W ! ACCORDINGLY s. a}? n PLAN NOTES f�'' °`, ., co 3 NEW DOOR AND DOOR FRAME TO BE HM METAL WITH ^ a -` µ S ' _ _ _ _____ _ w 9" s 20 MINUTE UL -RATED DOOR TO MATCH OTHER r CORRIDOR DOORS DOOR HARDWARE SHALL INCLUDE -$ { _ `- A DOOR CLOSER AND SHALL MATCH HARDWARE AT�� r `+ -- — -- / - - -�- { - -II -- OTHER CORRIDOR LOCATIONS' ,f y CONTRACTOR SHALL COORDINATE ROUGH OPENING` 3 ► !� DIMENSIONS AND SHALL VERIFY WHICH SIDE OF - , 7 K ` g X b - -/ - EXISTING WALL HAS THE PLYWOOD SHEATHING AS j f :yy i kA I DETAILED, INTENT IS TO INSERT THE FRAME W/ 4x6 AND --- -- NAIL THE EXISTING SHEATHING TO THE 4x (NOT ox- - �x �1 { SPLICING OR INFILLING THE PLYWOOD TO SUIT THE /3' � a� 4" 't 1 CUT) r$`5��'_ I!�_��'--�' = .;_ 2 49 STRUCTURAL NOTES r�r� r _l r-ACTI Ai- B — 1 EXISTING SNEAR WALL IS TYPE C WITH A CAPACITY OF 490 LB /FT r a ` ' °�` 4 o�E 2 WOOD -2X LUMBER - HEM -FIR #2 OR BETTER 4X - f I - !h { I ' ry 1 ` f�' LUMBER - DOUG -FIR #2 OR BETTER 3 STEEL - ASTM A 36 WELDING -AWS D 1 1`� WELDERS SHALL BE CERTIFIED EPDXY BOLT - SIMPSON STRONG TIE RFB WITH SET22 EPDXY, OR ?<7 EQUAL BOLTS (MB) - ASTM A 307 COUNTERSINK Arlt AND PROVIDE CUT WASHER ON WOOD SIDE BL Ir- - wa l l DRAWN }I� DESIGNED CHECKED ! ISSUE DATE REVISIONS i }� � r� 11 b i JOB NO +� n --T IGI�I R�I1� 15 /s "�yf - (�" �r1a ;84 So9! ME AOP FI _N 6s �i I {� o g FC�sn ° ,���` " �tJ i- G l ' �S�ONAL EN S�rIU Iv `r''1 ± — �/'ItJ I d 9��1 �l SHT NO of 37/7- OD:{--' 02.9- OIOt?' c\"u l~ riLe :,clu=( Shu-~I'1-'- LS l"3 lc\. t;) S t4- \)o'-\. ~ \_ \DD{/L kl/~ ~ ......c..\A c~ -"::'-\1- (' ,L I { '- \ ~ -I - L-t ~ - f C:~~ llruSo, +~ P ,I ~ 5 . 20~~ DISl PS, 1 U t<-- ~-""'"' IV D e t> .c (1 It e(!{ t.( ( (t- -.e-~ - '4 . BREMERTON PERMIT CENTER 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 1111 CARR BLVD location: KITSAP LAKE ELEMENTARY SCHOOL Parcel No: 3719000-001-0000 Permit No: 02-0418 Status: ISSUED Applied: 08/02/2002 Issued: 08/13/2002 Expires: 02/09/2003 Applicant: FEDERAL FIRESAFETY INC 360-377-5231 152 3RO AVE SOUTH EDHONDS WA 98020 Owner: BREMER TON SCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98312 Contractor: FEDERAL FIRESAFETV INC 2032 SOUTH 0 ST PORT ANGELES, WA 98362 Lie #: FEOERFI186DJ Exp: 8/30/2002 subcontr: Oesc: EXTENSION OF EXISTING FIRE ALARM SYSTEM TO COVER. MODULAR CLASSROOM *****~***~******************~**************************************************************** Valuation * Permit Fees: 32.65 Total Calculated Fee: 58.37 800.00 * Plan Check Fees: 21.22 Additional Fees: .00 * Other Fees: 4.50 ~ Total Permit Fee: 58.37 **********************~*****************~*********~****************************************** This pel'"mit shall become null ...nd void if the building Ol'" wol'"k authoYized by this pel'"mlt is not commenced within 180 days fl'"om the date of such pel'"mH, Ol'" if this building 0\' woyk authoyiz:ed by $\.Lch peymit is suspended or abandoned at any time after the work is COl'l1t1l&l1ced fol'" a peYiod of 180 days. NOTICE - It is the yesponsibility of the peymit holdey, not the City of BYem&yton 0'1' Building Official to see to it that requiYed inspections. aye made. The peymi t hold$y must notify the Building Official when yeady foy inspections. Failuye of the peymit holdeY to notify the Building Official of yequiyed inspections may yesult in the stoppage of the woy'k until $Uch time that the peymit holdey can substantiate to the building official trra.t the concealed wo'r'k meets 01' exceeds code n~quiYemel'lts. Any demolition, testing, Ol' financial bun:len shall be boyne directly by the permit holdeY, Failuye to substantiate code yequiyements will i~mify the City against any and all tesponsibility or liability connected with the constyuction. I henmy ceytHy that I have yead and examined this permit and know the same to be true and COl'Yect. All provisions of laws and oydinance$ 9"'.N&'r'ning this type of work will be complied with whether speci tied herein 01' not. The- 9ral1tiY'19 of a permit does not presume to gill<? authoYi ty to violate 01' cancel the pyovisiol13 of any othey state or local law yegulating constyuction 01' the performance of.constyuction. Signatuy" B..Q,. t~ Date, 13 At6, 07- I ceytify tr~ I am exempt fr~n the yequirements of the state contyactor's Ye91stratlon law, under Section 3, Chaptey 120, laws of 1967. Signatuye= Datel ****************~*****~**** Permit Center--Approved B~~ / · Jtf1fl 0. te: .Jjl':/ ~?.- 12 (*AL70LS fJ , 1 .- /. '\ Mr"a 11' " ' 'f" <, . ' , . , .~ BREMERTON PERMIT CENTER I 286 4th Street g Bremerton" 14A 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job Address: 1111 CARR BLVD Location: KITSAP LAKE ELEMENTARY SCHOOL Assr Acct No: 3719000-001'-0000 Building Permit No: 02-0418 Status: ISSUED Issued: 08/13/2002 Expires: 02/09/2003 R E QUI RED INS P E C T ION S , 't', Item: 02700 FINAL--BLDG Dept: BLDG Division: ~.: (f c' . ',::':,,'." . ~' ********************************************************************************* -TEstING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the state of WA ST OF WA: State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health District 478-5235 ~uff ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER, (360) 478-5275. ********************************************************************************* P~rmit HOl~'~~f~~ Slgnature :_~__ Date: _on 13 ~ 01- . 'of, / ' / L( If I 014L ~ ,,;" _ 17/1~/) of- 5K<j- r b fl ',:::-i<: . ' :::::::::::::::::::::::::::::/= ~:::::::: ""::::::::::::::::::::::::= ==::::::::::::: =:::::::::::::::::::::::::::::::::: =:=::: =:::: :::::.:::::::::: =::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::==:::::::::::::::::::::::::: "":::::::::::::=:::::::::::::=:::::::: ==::::::::::::: . ; r, BREMER TON PERMIT CENTER ,', LLt 'f,;" \ PERfYJ I"T COND I T I.oNS ,I Perm~o: 02-0418 " Page: 1 . . ~~===;==============================:========================================== .\:. Job Address: 1111 CARR BLVD Assr Acct No: 3719000-001-0000 Locatipn: KITSAP LAKE ELEMENTARY SCHOOL Applied: 08/02/2002 Approved: 08/13/2002 Issued: 08/13/20Q2~ \' ~; "" Applic~nt: FEDERAL FIRESAFETY INC Owner: BREMERTON SCHOOL DISTRICT Contraotor: FEDERAL FIRESAFETY INC .. 'i Description: EXTENSION OF EXISTING FIRE ALARM SYSTEM TO COVER MODULAR CLASSROOM Conditions: 1. .F IRE a) Battery calculations are required. b) Installation shall be to NFPA 72 c) Test required at completion call 478-5385 or 84 2. PRIOR TO PERFORMING ANY RENOVATION OR DEMOLITION WORK, PUGET SOUND CLEAN AIR AGENCY (CLEAN AIR AGENCY) AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES (L&I) REGULATIONS REQUIRE AN ASBESTOS SURVEY BE PERFORMED TO DETERMINE WHETHER THERE ARE ASBESTOS-CONTAINING MATERIALS IN THE WORK AREA OR STRUCTURE. THE ASBESTOS SURVEY MUST BE CONDUCTED8Y AN EPA CERTIFIED (AHERA) BUILDING INSPECTOR (EXCEPT RENOVATION OF OWNER-OCCUPIED SINGLE FAMILY RESIDENCES) . -,( FOR MORE INFORMATION, PLEASE CONTACT CLEAN AIR AGENCY THROUGH THEIR WEB SITE AT www.pscleanair.org OR BY PHONE AT 800-553-3565 OR 206-689-4058. THE L&I WEB SITE CAN BE FOUND AT www.lni.wa.gov/wisha/p-ts/asbestos/asbestos.htm. P~rmit Holder~~~ ~~ Slgnature_~ ,J._~ Da te 13 A<-I", D7...., .\ I 1 ! -~~y./ /7 ' I L( () '-I r;;/ A L , ~ot- 512fJ Building Permit Application City of Bcemerton, W A 98337 Phone: (360) 478-5275 Fax: (360) 478':5278 CONTRACTOR DAUTHORIZEDAGENT () 2.. - {J <.J / fi> .0 l S r ,.sF! 'Z()tV~ 7 APPLICA1'\IT: DOWNER , Sit.: .-\Jdress: / III C4flfL ELI '~E.lL7U/IJ tAJlf 9R-3/L Own.::: K,./-s4p 5/..:E.1trIEAl'TR-1.t : Tax .-\ccount :--';umber: :\ddress: Cont.:::1cwr: FEI>&RAL f:1f!J::~~ INt.. : :\ddress: J., 7_ ~ll- zro Expi..r:ltion D:lte: .5 2.1> AU€. SO G-DtnCtVfJ Nit 910?-0! ContI:1cror Licens.:;:;::: i=eL>eeFl.2.'8lA I).T COnt:J.cr: Person: ....'/CJI.{N l-6c.Ni \ : Cont:J.cr Phone#:: 3{PO-!S77~.s:2-31 Check the type of application for below: o SF RESIDE~--rIAL NEW 0 COMlYfERCIAL NEW o DCPLE.~ 'Bid. 0 COlVIMERCIAL REMODEL o ;\iL\.:.'WFACTURED ~ 0 COIVuvfERCIAL ADDITION o RESIDENTLli. REMODEL 0 COMlYfERICAL REPAIR o RESIDENTIAL ADDITION 0 ::VIULTI-FA..vHLY o RESIDENTIAL REPAIR 0 TENAJ.'iT IMPROVEMENT o GARA.GE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: (!LAY:::. E;A113.IVSIfJIV Scope of Work Proposed: ~(DrJ OF E.Kf.s77Nu. "I/A,2.A11 so/.s1lim -rD ~I/.ue... AJ6v...J j'YltJlJ4wlltL t!-vAs> 1J.mm. . Square Footage: D\veiling: J COO "Gauge: Decks: NO )( , IS THIS PROPERTY WITHIN 200 FEET OF .\. SHORELINE? YES Valuation I Plan Review Fee Permit fee I SurchaQ!es : Energy: 550.00 : : State: 5 +..50 " ~-:'TotalFees ~ 00 f!!!-- .-\.pplic:J.tions for which no permit is issUt:d within 180 days following the date of clpplication 5hail expire by limit:J.oon. .lnd :Ji;;.n, .lnd uther data submitted for review may thereafter be rerurned to the olpplicant or destroyed by the building official. The :,utiJin:; official may extend the orne fat .lction by the .lpplicant for .1 period not exceeding 180 days on request by the .lpplic:J.nt ,huw:n,-, that circumstances beyond the cancro I of the .lpplicant have prevented clction from being taken. No applicant shall be >:xrendc:<i more than once. In order to renew action on an application after expiration, the olpplicant shall resubmit plans and pay .l ne'.v ?Lw re~;ew fee. APPLIC.A.J.'fPS SIGNATURE: ~lb~ DATE: z. 4<A (;. 02- ~ *~*~~%*~~~~m***~**~*~*************~*~*#*~*~****~~~*~*~****w.~**~* , :, RECEIPl l!:>>:)!( 1( ll\ l1l;llt:<< i\( ~)!:)I\ \:I'A:f~~)oj( *)\( Jo)OU: ~)I( ~ JUt:t: lit ll';;tou: >>: lI: *ll: *>>:)1( w,)j( *>>:~ )101:>>:.ll<)f( *)IOl()';(X( ~.)l( lI(:l()l: >>: lll:+: RECEIPT 'N'll;nl;er'~ 0200070.1 Amount: 37.15 OB/13/02 13:~~4 Payment Method: CHECK Notation: LEWIS CHECK Init: PC _________~r____~.___________'__________~____~,.______~~__~___~.______ 02-0418 Type: FIREAlMS FIRE ALARM PERNlT 3719000-001-0000 1111 CARR BLVD KIT SAP LAKE ELEMENTARY SCHOOL Total Fees: 58.37 Total ALL Pmts: 58.37 Balance: .00 *....*.*.****Z...**.*..*...~.....***....I..*.**.****.*****~.*... Account Code Description Amount 16-322.1001 (2211) BUILDING PERMIT FEES 32.65 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 Permit No: Parcel No: Site flddress: toc:a.\iofl : '\~ ....' .~ This Payment 37.15 " ----------------------------_.~-------------~--~._------~--------- :. .; ,../'! (t) I.. I J l-(<<,/ i , r:/~'/ ,:L .k"' . lJ /) -"7ot SKI f,- .~-;.. '7~ KITSAP LAKE ELEMENTARY SCHOOL Bremerton, WA FIRE ALARM SYSTEM ADDITIONS TO PORTABLE . CLASSROOM ~~Io''''''- · '<;;'^-M ~Y'l I "- · ""''''' U8 ..... <0 ---v-y IfC 17" ~~e.. Equipment Submittal I n fa rmati 0 n~--i-/ef/V)) C0 c 5rY ) rtf u( rJ:2d J ~ EDWARDS SYSTEMSTEGHNOlOGY CONVENTIONAL INITIATING DEVICES -~~~~~~ Fire Alarm Stations 270 Series Featu res Ill! Pull lever Ii! Simple positive operation m Breakglass Ii! Attractive, streamline design I!i Less than 5 Ib pull force complies with ADA !Ii Solid, die-cast metal construction Description The EST 270 Series Non-Coded Fire Alarm Stations are sturdy, attractive, and designed for economical installation. The station is available in the following operational and functional designs: - The 270 Series provides a single action, break glass initiat- ing station. It is available with normally open (N.O.), nor- mally closed (N.C.) or combination N.O.lN.C. contacts. The basic 270 Series have screw terminals for field connection. The 270A Series Manual Stations have 6 inch (150mm) wire leads. - The 270P Series is a break glass, normally open pre-signal station. The pull of the lever sounds an alarm on all pre-signal indicating devices. Inserting a key and turning it will initiate a general evacuation alarm. Screw terminals are provided for field connection. Ordering Information Table FINISH: MARKINGS: Fire Alarm Red with Aluminum Strips Top - Fire Alarm Handle - Pull in Case of Fire @ <8> MEA All non-coded statins are designed for either flush or surface mounting. For flush mounting a 4 inch standard North American square box with single gang plaster cover should be used. For surface mounting the 270 Series or 270P Series, use Pf027193 Cast Box, P-039250 Steel Box, or Cat. No. 1291 Housi~g for weatherproof enclosure. WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. Switch Contacts Field Connections Cat. No. UL Listed Single Pole Double Pole Open Circuit Screw Terminals Wire Leads Pre-Signal 270-DPO x x x x 270-SPO .All x x X x 270A-DPO -K-- x x x x 270A-SPO x x x x 270P-DPO x x x x x 270P-SPO x x x x x EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. Fl 94n39.4638; FAX 941.727.1214 . CANADA SALES: OWEN SOUND, ON 519.376.2430: FAX 519.376.7258 INTERNATIONAL SALES: 905.270.1711; FAX 905270.9553 . CORPORATE HEADQUARTERS: CHESHIRE, CT U.S. MANUFACTURING: PITTSFIELD, ME Issue 5 Literature Sheet #85001-0303 Page 1 of 2 Mounting I r 3-114- (82mm} @ c=J 4-112" (114mm) l 1":-r 1-112" (25mm) I (38mm) DOOR RELEASE FOR TEST & RESET AND GLASS REPLACEMENT GEN ALARM KEY SWITCH S.P.S.T. (INCLUDED WITH PRE.SIGNAL STATIONS) ONLY WALL SURFACE FLUSSH INSTALALTION USING P-024900 STEEL BOX 3-5132" laOmm) 1 l r 3-1/a- l (80mm) 1 4-112" (114mm) J FRONT SIDE STEEL SURFACE BOX P-D3925D I I i 91 0 , 0 I ! 4-9/16" (1!6mm) J FRONT (INCLUDED WITH PRE-SIGNAL STATIONS) ONLY DETAILS FLUSH MTG. UNIT FITS 4" SO BOX & PLASTER COVER WITH SINGLE GANG OPENING HAVING OVERALL MIN. DEPTH OF 21/4" (25~1 (9g~~) l I I --',_'::::-.=--='- o o J-~':::::::-l- i I SIDE CAST SURFACE BOX P-027193 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0303 <!;) 2000 E51 Page 2 ot 2 It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in U,SA. Issue 5 EDWARDS SYSTEMS TECHNOLOGY CONVENTIONAL INITIATING DEVICES .~~~III!E~~W~1fa~ Rate...of...rise/Fixed Temperature Heat Detectors 280B-PL Series Features III UL listed for 50 ft. (15.2m) spacing ilII Single pole - normally open contact III Low profile with mounting plate III Pure white finish III Mountingflexibilitywith screw terminals !Ii Easy twist-on installation lIIl On-site testing of rate-of-rise feature lIIl Positive operating indication - for fixed temperature element Description 280B-PL Series heat detectors offer fixed tem perature or combi- nation rate-of-rise and fixed temperature detection. RATE-OF-RISE: A temperature increase at the sensor of 150F (goe) or more per minute activates the rate-of-rise feature. This closes the contacts in the sensor to transm it the alarm condition to the fire alarm control panel. When the rate-of-rise element alone has been activated, the sensor is self-restoring. FIXED TEMPERATURE: If the temperature of the center disk rises to~' the sensor's rated temperature, the fixed temperature element activates. This closes contacts in the sensor and transmits an alarm condition to the fire alarm control panel. The fixed temperature element is non-restorable and, when activated, the detector must be replaced. The need for replacement is indicated when the center disk has fa lien free from the detector. Application Heat detectors are most suitable for environments where rapid fire development can be expected. When selecting the location on the ceiling forthe heat sensor, do not locate it in direct path of hot or cold air flow. Refer to the detector specifications for the recom- mended maximum spacing. Earl ier detector response may be obtained by reducing the spacing between detectors. @<s>M ~__....I WARNING - Use For Property Protection Only: Heat sensors do not protect life against fire and smoke. In most fires, hazardous levels of smoke, heat and toxic gases can build up before a heat detector would initiate an alarm. Independent studies indicate that heat detectors should only be used when property protection alone is involved. In cases where life safety is a factor, the use of smoke detectors is recommended. Under no circumstances should heat detectors be relied upon as the sole measure to ensure fire safety. However, if they are spaced in accordance with the directions in the Specifications table, 'these sensors can contribute, within an overall fire safety program, to reducing the risk of avoidable property losses. Ordering Information Ship Cat. No. Weight 281B-PL 282B-PL 1.01b (0.5kg) 283B-PL 284B-P~ 6252 6253 280A-PL 280A-MPL Surface Trim Rin Decorative Mountin Skirt Plastic Mounting Plate - White, Reversible (included) Metal Mountin Plate 0.251b (O.lkg) EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL941-739-4638; FAX941-727-1214 . CANADA SALES: OWEN SOUND, ON 519376.2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 . CORPORATE HEADQUARTERS: CHESHIRE. CT US. MANUFACTURING: Pins FIELD, ME Issue 2 Literature Sheet #85001-0261 Page 1 of 2 ..'1 Specifications A/' Catalog Number 281B-PL 282B-PL 283B-PL 284B-PL ~ UL Temperature Rating 1350F (57"C) 1940F (900C) 1350F (57"C) 1940F (900C) UL Max Ambient Temp. at CeilinCl 1000F (38OC) 1500F (66OC) 1000F (38OC) 1500F (66OC) Detector Type Fixed Temperature and Rate-of-Rise Fixed Temperature Only Rate-of-rise: 150 F (90 C), self restorinCl UL Recommended Coverage* 2,500 ft,2 (232 m') UL Recommended Spacing 50ft. (15.2 m) FM Recommended SpacinQ 30 ft. (9.14 m) UL Maximum Distance from Wall 25 ft. (7.6m) from any wall or projection extending down from the ceiling more than 12 inches (305 mm) Contacts - Rating Single Pole Normally Open 3.0 amps at 6 to 125 Vac; 1.0 amp at 6 to 28 Vdc; 0.3 amps at 125 Vdc; 0.1 amps at 250 Vdc OperatinCl Environment Indoor - Dry Agency Listings UL, FM, CSFM * Maximum detector coverage has been determined by UL to provide detection time equal to sprinkler devices spaced at 10ft (3.05m) intervals on a smooth ceiling 15 feet 9 inches (4.8m) high. Higher ceilings may adversely affect detection time. Earlier detection may be obtained by reducing the spacing between sensors. (See NFPA 72, Chapter 5) Mounting 10 INSTALL DETECTOR - MATCH ARROWS ON DETECIDR AND MOUNTING PLATE. PUSH UP AND TURN CLOCKWISE. '-I ' , , I:U r ------.., t.~ I ELECTRICAL BOX (Not Supplied) EST 280B series heat sensors come standard with a white plastic reversible mounting plate. The plate is designed for surface or flush mounting and installs directly to a standard North American 3 Y2 or 4 inch octagon box. Once the mounting plate is fixed. a simple twist will lock the sensor in place. It can be removed using a screwdriver to release the tamper-resistant locking finger. This helps prevent unauthorized removal. The optional metal mounting plate has four legs that can be bent up to accom- modate exposed wiring using limited energy cable. The plastic mounting plate is molded to accommodate exposed wiring. When mounting to a surface mounted octagon box (1 Y2 inch (38mm) deep maximum) the 6253 Trim Skirt can be used as a decorative cover. A 6252 Surface Trim Ring is used to adapt the detector to fit a standard North American 4 inch square box. 10 REMOVE DETECTOR - LIFT LOCKING FINGER WITI-i SCREW DRIVER TIP AND TURN DETECTOR COUNTER- ClOCKW1SE Flush Mount Conduit Wiring O_145~ (4mm) FRONT VIEW Metal Mounting Plate PIN 280.MPL (omersepnmtely) ~ 2 LOCKING FINGERS SURFACE 1 MOUNTING "- SIDE ........ 5' '~l FlUSH MOUNT: BREAK AWAY 2 SECTIONS FRONT VIEW ON CI~CUMFERENCE Plastic Reversible Mounting Plato Cat. No. 280A.Pl FLUSH ./ MOUNTING /" SIDE .....j 1- 21132~ (52mm) EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet. contact EST. ~ 2000 EST Page 2 of 2 Literature Sheet #85001-0261 Printed in U.S.A. Issue 2 EDWARDS SYSTEMS TECHNOLOGY NOTIFICATION APPLIANCES ..'..t0SLtW;_wt;~~;:'_" ,..~__"lttr~_lfA~__-lC...-..-'tt4<tlii"LT.?<,\1_Ii!I':;:~t<tt\1tilrEf'0SL. ~~...M1iI . _,~,-;"~ :4% ~~<~gNit~*Mf* ~,'~~~ Models: 405-3A -5A -6A -7A -8A Features 1m Synchronizing strobe EST strobes are self-synchronizing; no external control module is required. Synchronized flash from multiple strobes improves the safety for photosensitive people. !!ll Satisfies ADA code requirements ADA/UL 1971/ULC listed strobe is available in five intensities. All models provide the "Equivalent Facilitation" allowed under ADA Accessibility Guidelines. Use single strobe in rooms up to 50 ft x 50 ft and satisfy both ADA and N FPA codes. ffiI Superior visibility In addition to being UL 1638 and ULC S526 listed as Visual Signal Appliances, EST strobes have a "distributed" light output pattern and are UL 1971 listed as Signaling Devices forthe Hearing Impaired. lI1 Field changeable markings Lens language or standard "FIRE" marking is easily changed with optional LKW and LKC series Lens Kits. II! Screw terminal wire connection Large terminals speed installation and accept upto #12 A WG (2.5mm2) wire. II! Rugged steel front plate Red or white front plate is finished with durable baked epoxy polyester powder-coat fin ish. !Ii Fits four inch square flush box Ideal for retrofit and new projects. WI UL/ULC rated outdoor option n EST 405 Series Strobes are especially designed for use with compatible life safety communication and control equipment to alert the hearing impaired. EST strobes are available with 15cd, 15/75 cd, 30cd,60cd, and 110cd effective flash intensity. EST strobes are self-synchronized to flash at 1 fps across the irfu II operating voltage range. The strobe operates on any existing two- wire signal circuit. Separately installed "synch control modules" are not required. A very small portion of the population have a condition which may cause them to become disoriented from multiple random flashes of light. This risk is minimized with Integrity's strobe. 405 Series ~MEA(E@@<S> The flash from EST strobes can be noticed from almost any position in the room, corridor, or large open space. The light dispersion is controlled with a specially shaped reflector. It directs a minimum of 12 % of rated light output above and below the strobe, and a minimum of 25 % of rated light straight out both sides. EST strobes are UL 1971 listed with both wall and ceiling cd intensity ratings (see Specifications). This is useful in areas where the Authority Having Jurisdiction (AHJ) permits ceiling mount strobes. The 405 series is shipped with standard wall mount style "FIRE" lens markings. Where ceiling mount, other languages, ordifferent lens markings are required, EST offers optional LKW/LKC series Lens Marking Kits. These optional lens markingsjust "snap on"to the strobe for quick, easy, conversion. Consult EST for availability of special lens languages or markings. The strobe is designed for 20 to 24 Vdc operation and must be connected to signal circuits which output a constant (not pulsed) . voltage. A diode is used to allow full signal circuit supervision and terminals to accept upto #12 AWG (2.5mm2) wire are provided for making polarized connections. The steel housing/front plate is finished in red or white color. Durable baked epoxy polyester powder-coad paint is used. The 405 series strobes are a part of a full line of ADA/UL 1971/ULC S526 listed fire alarm AudiblelVisible signals available from EST. Single-gang mount (202 series) strobes are also available. EDWARDS SYSTEMS TECHNOLOGY u.s. SALES: SARASOTA. FL 941.739.4638: FAX 941.727- 1214 . CANADA SALES: OWEN SOUND, ON 519.376.2430; FAX 519-376.7258 INTERNATIONAL SALES: 905.270.1711: FAX 905-270.9553 . CORPORATE HEADQUARTERS: CHESHIRE, CT U.S. MANUFACTURING: PITTSFIELD. ME Issue 5 Literature Sheet #85001-0305 Page 1 of 4 n All models are listed to standard UL 1971 - Signaling Devices for the Hearing Impaired and CAN/ULC S526 Standard for Visual Signal Appliances for Fire Alarm Systems. Each strobe can provide the "Equivalent Facilitation" allowed under Americans with Disabilities Act Accessibility Guidelines (ADA(AG)). These guidelines are based on ANSI/NFPA 72 National Fire Alarm Code (1993). When applied and installed in accordance with that code, EST strobes meet or exceed the ilium ination produced by the ADA specified 75 candela (cd) strobe at 50 ft. However, optimum performance is obtained by providing "Equivalent Facilitation" as allowed by the Americans with Disabilities Act Accessibility Guidelines [ADA(AG)). Contact EST for exact spacing requirements. Use ONE Wall Mounted - Non-Sleeping Rooms EST Model: Up to 20' x 20' (6.1 m x 6.1 m) 40S-5A lS cd @ 70mA or 405-7A* lSnS cd @ 10S mA Upt030'x30'(9.1 mx9.1 m) 40S-3A 30 cd @ 10SmA Up to 40' x 40' (12.2 m x 12.2 m) 40S-6A 60 cd @ lSSmA Up to SO' x SO' (lS.2 m x 15.2 m) 40S-8A 110 cd @ 219mA Corridors Wall Mounted - EST Model: 405-SA or 405-7A* spaced @ 100' Any Length x Max. 20' (6.1m) Wide (30.Sm) never exceeding 15' (4.5m) from end wall . Model 405-7A is rated at 15 cd (wall or ceiling mount) per UL1971, and 75 cd per UL 1638. Non-Sleeping Roomsand Corridors: EST strobes rated at less than 110 cd per UL 1971 are intended for use in non-sleeping areas only. Install them BO inches (2.03m) above floor level OR within the space between six inches (150mm) to 24 inches (610mm) below the ceiling, whichever is lower. No point in any space (including corridors) required to have strobes shall be more than 50 ft (15.2m) from the signal (in the horizontal plane. The 110 cd strobe should be used in non-sleeping areas only when the room exceeds 40 ftX 40 It (12.2m X 12.2m). In large rooms or spaces (such as auditoriums) that exceed 100 ft (30.4m) across and without obstructions more than 72 inches (1.8m) above the finished floor, strobes may be placed around the perimeter, spaced a maximum ofl00 inches (30.4m) apart, in lieu of suspending them from the ceiling. Sleeping rooms: EST model 405-BA is rated at 110 cd. It is in'tended for use in sleeping rooms and should be installed along with a smoke detector. It must be wall mounted at least BO inches (2.03m) above floor level. but no closer than 24 inches (61 Omm) to the ceiling. The distance from the strobe to the pillow must not exceed 16 ft (4.Bm). Use ONE Wall Mounted .. Sleeping Rooms EST Model: Any size 405-8A 110 cd @ 219mA Application Notes - USA Strobes must be used to supplement audible signals whereverthe average ambient sound level exceeds 105 dBA. Combination AudiblelVisible signals must be installed per NFPA guidelines established for strobes. ADA suggests the following areas may require Visual Alarm Signals: . rest rooms, meeting rooms, and other general usageareas. . lobbies, hallways, and other common use areas. . sleeping rooms intended for use by persons with hearing impairment (per Title 1 of ADA). . work areas used by a person with a hearing impairment (per Title 1 of ADA). Application Notes - CANADA (Based in part on 1995 Canada National Building Code) The fire alarm audible signal shall be supplemented by fire alarm strobes in any floor area where the ambient noise level exceeds 87 dBA, or whl'lre the occupants of the floor area use ear protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. Thisalso applies to assembly occupancies in which music and other sounds associated with performances.could exceed 100 dBA. Strobes shall be installed in a building sothat the flash from not less than one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as perthe guidelines shown here under Strobe Application. Installation and Mounting All models fit to a standard flush mounted, North American four inch electrical box, 1-1/2 inch (38 mm) deep minimum. Optional EST weath- erproof, surface mount boxes are available. The strobes must be connected to signal circuits which output a constant (not pulsed) voltage. EST recommends that these strobes always be installed in accordance with the latest recognized edition of national and local fire a larm codes. 0.25" _I (6mm) '\ / \ . .. . I \.FI'RE! "-- J ~.............F................... I R E ILJ~I ~ SIDE VIEW, CEILING MOUNTED *Changeable Lens Marking, LKW or LKC Series. T--= -=-.::--~~-:--::-:::-:-:::- I.' --. Countersunk Philip ~E( head screws are provided to secure unit onto electrical box. 5.5" (141mm) )1:. ~______ 5.5" ________~ (140mm) Two Plastic Caps are ~ provided for indoor mounting. Page 2 of 4 Issue 5 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0305 ~ ^ '- ~ . Catalog Number 40S-SA-* 40S-7A-* ~ 40S-3A- * 40S-6A-* 40S-8A- * UL 1971 1Scd 1Scd - 30cd (wall) 60cd (wall) 110cd (wall) Rated Strobe Output - candela (cd) (wall only) (wall or ceiling) 1Scd (ceiling) 30cd (ceiling) 60cd (ceiling) UL 1638/ULC SS26 15cd 7Scd 30cd 60cd 120cd Rated Strobe Output (not UL 1638) Average Operating Current (note 2) 70mA@ 24 Vdc 10SmA@24Vdc 10SmA @ 24 Vdc 1SSmA @ 24 Vdc 219mA@24Vdc 80mA@20Vdc 12SmA@ 20 Vdc 12SmA@20Vdc 18SmA@20Vdc 272mA @ 20 Vdc Peak Operating Current (note 2) 208mA @ 20 Vdc 208mA @ 20 Vdc 208mA @ 20 Vdc 26SmA @ 20 Vdc 3S2mA @ 20 Vdc Average Operating Current (note 3) 84mA@24Vdc 168mA @ 24 Vdc 168mA@24 Vdc 219mA @24 Vdc 32SmA@ 24 Vdc 99mA@20Vdc 204mA @ 20 Vdc 204mA @ 20 Vdc 282mA @ 20 Vdc 355mA @ 20 Vdc Peak Operating Current (note 3) 360mA @ 20 Vdc 594mA @ 20 Vdc 594mA @ 20 Vdc 723mA @ 20 Vdc 876mA @ 20 Vdc Strobe Flash Rate Synchronized at one flash per second (no external control module required) Strobe Operating Volts 20 to 24 Vdc (Continuous) INDOOR: 85% @30oCRH; 32-120oF (0-490C) ambient temperature Operating Environment OUTDOOR ('CS' models only): 93% @ 300C RH; -40-150oF (-40-660C) ambient temp 'lA' (SOcd @-350C per UL@ -40oC per ULC) and '8A' (100cd @ -3SoC per UL @ -40oC per ULC) models only Lens Markings Supplied with LKW-1 "FIRE" red letters, vertical both sides (Wall Mount)- see LKW and LKC series for ceiling style and optional markings Wire Connections Terminals - polarized input, #12 AWG (2.5mm2) max wire size Flash Tube Enclosure Clear LEXAN Strobe Plate, Finish CRS steel - 5'12 in (140mm) square, red or white baked epoxy polyester powder-coat finish Mounting INDOOR: North American 4 in square electrical box; OUTDOOR: EST 449 series weatherproof surface box Agency Listings UL 1971, UL 1638, ULC S526, FM, CE, CSFM, MEA (All models comply w/ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule) cations . Suffix ". T" for RED front plate. ". TW" for WHITE front plate. Note1: Use the average current rating to establish the maximum number of strobes, wire gauge. and standby powerrequirements. Note 2: From a FILTERED dc source. Note3: From an UNFILTERED (Fu II Wave Rectified) dcsource. UL 1971 WALL MOUNTED STROBE LIGHT OUTPUT DISTRIBUTION PATTERNS r--I EST L--J AVERAGE VERTICAL 90". .A 1/'r?~:~l~~ . 90".1 iL.tJ1 i HOR1Z0t~-T{L--'t~~;:-t~'--'! ,/ i -90" ",j SOURCE: UL STANDARD 1971-SIGNALlNG DEVICES FOR THE HEARING IMPAIRED SOU RCE: UL STANDARD 1638. VISUAL SIGNAL APPLIANCES SOURCE: UL CANADAST ANDARD S526 - VISUAL SIGNAL APPLIANCES FORFIRE ALARM SYSTEMS .. UL 1971 MINIMUM HOR~ZONTAL TYPICAl. EST -3A MODELS TYPICAL EST -5AMQDELS TYPICAL EST -6A MODELS TYPICAL EST -7A MOf)FLS lYPIGAL EST -8A,MODELS 90 90 90 ., 90 70 71' 70 75 70 GO '" GO 5() 45 50 " (J) 30 30 30 '" 30 W lD '5 10 10 W ~ (0)'0 (0)0 (0) (0) 0 (0) .15 .to .'0 W 0 30 .30 ." .30 .5() .45 ."" ~5 .GO .eo "" .70 ." .70 .75 .70 .90 .., 0 10 20 30 40 5()00 0 5 10 15 2Q 25 20 40 60 BO 100120 () 102030 4050 601':!8O 25 50 75 100 125 1SO 175 (cd) (cd) (cd) (cd) (cd) VERTICAL TYPICAL EST -JA MODELS TYPICAL ESl .SA MODELS TYPICAL EST .61\ MODELS TYPICA.L EST -7A ~ODELS TYPICAL EST .8A MODELS 90 90 90 90 90 75 75 75 70 75 60 00 DO 00 45 45 50 45 45 30 30 30 :lO 30 (J) w 15 IS 15 '0 15 w ~(O) 0 (0) 0 (0) 0 (0) (0) 0 W -lS .IS -15 .10 .15 0 .30 .30 .30 .30 30 -45 ." .45 .50 .45 .6<) .50 .60 .60 .75 .70 -75 .90 .90 '0 20 30 40 50 60 10 .5 20 ,. 0 25 50 75 100 10 20 30 40 so 60 70 80 0 25 SO 75 100 125 150 (cd) (cd) Icd) (cd) led) EDWARDS SYSTEMS TECHNOLOGY Issue 5 literature Sheet #85001-0305 Page 3 of 4 ical Wiring - Vdc Polarity of signal circuit shown in supervisory state. On alann, polarity reverses. H Strobe Place an end-of- line resistor on the last device (resistor supplied with control panel) U L,0 LC L.:i3ted 24V de FJreAhnn ConttolPanel ~:gnalcEu~ (+) Ordering lnfonnation - Strobes Catalog Number Description Ship Wt. Ib (kg) 405-5A-T I ~robe, 15 cd, Red 405-5A-TW ~ F!rtrobe, 15 cd, White 405-7A-T AfJ3IIII- Strobe, 15n5, Red 405-7A-TW Strobe, 15n5, White CS405-7A-T Strobe, 15n5, Outdoor, Red 405-3A-T Strobe, 30 cd, Red 405-3A-TW Strobe, 30 cd, White 1 (0.4) 405-6A-T Strobe, 60 cd, Red 405-6A-TW Strobe, 60 cd, White 405-8A-T Strobe, 110 cd, Red 405-8A-TW Strobe, 110 cd, White CS405-8A-T Strobe, 110 cd, Outdoor, Red Mounting Accessories Surface Mount Box, 449 Outdoor, Gray 1 (0.4) (for 'CS' models only) WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. These visual signal appliances' flash intensity may not be adequate to alert or waken occupants in the protected area. Research indicates that the intensity of strobe needed to awaken 90% of sleeping persons is approximately 100 cd. EST recom- mends that strobes in sleeping rooms be 110 cd minimum. Ordering Information - Lens j\,/larking Kits Ship Wt. Cat No. Description Ib (kg) LKW-l "FIRE" - Wall Orientation (supplied) LKW-1R "FIRE" - Wall Orientation, red w/white letters LKW-2 "FEU" - Wall Orientation LKW-3 "FIRE/FEU" - Wall Orientation LKW-4 "SMOKE" - Wall Orientation LKW-5 "HALON" - Wall Orientation LKW-6 "C02" - Wall Orientation LKW-7 "EMERGENCY" - Wall Orientation LKW-8 "ALARM" - Wall Orientation LKW-9 "FUEGO" - Wall Orientation 0.2 (0.1) LKC-l "FIRE" - Ceiling Orientation LKC-2 "FEU" - Ceiling Orientation LKC-3 '(FIRE/FEU" - Ceiling Orientation LKC-4 "SMOKE" - Ceiling Orientation LKC-5 "HALON" - Ceiling Orientation LKC-6 "C02" - Ceiling Orientation LKC-7 "EMERGENCY" - Ceiling Orientation LKC-8 "ALARM" - Ceiling Orientation EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. 'id 1999 EST Pnge 4 of 4 Literature Sheet #85001-0305 Printed in U.S.A. Issue 5 EDWARDS SYSTEMS TECHNOLOGY NOTifiCATION APPLIANCES ~~tl"~~~IM1~-k~1~.'~~~IJB~~~ 757 Series Temporal Horn Integrity Family Features m Synchronized temporal audible output Select for self-synchronizing temporal signal or steady tone. External "synch-control" module is notrequired. I!iI Synchronized strobe flash Self-synchronizing flash from multiple strobes improves the safety for photosens itive people. External "synch-control " module is not required. il1 Mounts to two-gang box Flush mount to standard North American two-gang or four inch square electric.box. !!11 Adjustable high or low dBA output Select for 98 dBA or 94 dBA sound output. IIiII True horn tone Low pitch "growling" sound demands attention. il1i ADAlUL1971/ULClistedstrobe All strobe models provide "Equivalent Facilitation" allowed under ADA Accessibility Guidelines. satisfy NFPA codes and are UL 1 971 listed as Signaling Devices forthe Hearing Impaired. 51 Easy installation A universal mounting plate allows Integrity to be wired then left hanging "free" to allow easy V.1. and testing before it is fastened to electrical box. IIiII Screw terminal wire connection Large terminals speed installation and accept up to #12 A WG (2.5mm2) wire. I!!l Field changeable lens markings Standard "FIRE" strobe markingllanguage is easily changed with optional snap-on Lens Kits. !Ii ULlULC rated outdoor option Deser! ption EST's 757 Integrity Series Temporal Horn and Temporal Horn/ Strobe are perfect for life safety applications as an alert and alarm signal. especially to notify the hearing impaired. The horn emits a piercing low frequency sound that is easily heard above moderate ambient noise levels. Integrity's rugged plastic housing is available with a red or white textured finish. With its ingenious mounting sub-plate. the horn is firm Iy held in place with a single screw ensuring a quick, attractive installation. A separate trim plate is not required for flush mounting. Separateterminalstoacceptupto#12 AWG (2.5mm2) _ MEA CE@@<8> wire are provided for field connection of the strobe and horn. Matching Integrity Speakers, Chimes, and Strobe combinations are also available. HORN: During installation, the horn is configured for steady or temporal tone signal and either low or high dB output. When temporal output is selected all horns on a common two-wire circuit are self-synchronized (see specifications). External "sync- c9ntrol" modules are not required. Integrity Series horns em it a low frequency "growling" tone to really demand attention. Select 'high 'output for 98 dBA; choose 'Iow'output for94 dBA. (Average measurement at 10ft: (3.05 m) in anechoic chamber.) STROBE: EST strobes are self-synchronized to flash at one fps across their full operating voltage range. The strobe operates on any existing two-wire signal circuit. Separately installed "sync- control" modules are not required. A very small portion of the population have a condition which may cause them to become disoriented from multiple random flashes of light. This risk is minim ized with Integrity's strobe. The flash from EST strobes can be noticed from almost any position in the room, corridor, or large open space. The output is controlled using a specially shaped reflector to disperse the light in all viewing directions. EST strobes are UL 1971 listed with both wall and ceiling cd intensity ratings (see Specifica- tions). This is useful in areas where the Authority Having Jurisdiction (AHJ) permits ceiling mount strobes. 757 Series Temporal Horn/Strobes are shipped with wall mount style "FIRE" lens markings. Where ceiling mount, other languages or different lens markings are required, optional LKW and LKC series Lens Marking Kitsare offered. Lens marking sleeves snap right overthe strobe lens providing quick. easy. change. Consult EST for availability of other languages or special markings. EDWARDS SYSTEMS TECHNOLOGY u.s. SALES: SARASOTA. Fl 941.739.4638: FAX 941.727.1214 . CANADA SALES: OWEN SOUND. ON 519.376-2430: FAX 519-376.7258 INTERNATIONAL SALES: 905.270.1711: FAX 905.270.9553 . CORPORATE HEADQUARTERS: CHESHIRE. CT U.S. MANUFACTURING: PITTSFIELD. ME Issue 3 Literature Sheet #85001-0341 Page 1 of 4 Audible Signal Application Suggested sound pressure levels in each signaling zone for alert or alarm signals are at least 15 dB above the average ambient sound level or 5 dB above the maximum sound level having a duration of at least 60 seconds, whichever is greater, measured five feet (1.5 m) above the floor. The average ambient sound level is the rms, A.weighted sound pressure measured over a 24-hour period. Doubling the distance from the signal to the ear will theoretically cause a 6 dB reduction in the received sound pressure level. The actual effect depends on the acoustic properties of materials in the space. A 3 dBA difference is a 'just noticeable" change in volume. Typical Sound Output Distribution dBA measured at 10 ft in anechoic chamber 757 Series Temporal Horn ('HIGH' output) Qu\?U\ Angle - Degrees -1 0 15 -3 30 -45 ~ 0 105 95 85 75 dBA 75 85 95 105 - Temporal Horn (dBA) Visible Signal Application These guidelines are based on ANSI/NFPA 72 National Fire Alarm Code (1993). When applied and installed in accordance with that code, EST strobes meet or exceed the illumination produced by the ADA specified 75 candela (cd) strobe at 50 ft. However, optimum performance is obtained by providing "Equivalent Facilitation" as allowed by the Americans with Disabilities Act Accessibility Guidelines [ADA(AG)]. Contact ESTfor exact spacing requirements. Non-Sleeping Rooms Use ONE Wall Mounted - EST Model: Up to 20'x 20' (6.1 x 6.1m) 757-5A 15 cd @ 70 mA or 757-7A* 15/75 cd @ 105 mA Up to 30' x 30' (9.1 x 9.1 m) 757-3A 30 cd @ 105 mA Up to 50' x 50' 757-8A 110 cd @ 219 mA (15.2 x 15.2m) Corridors Wall Mounted - EST Model: Any Length x Max. 20' 757-5A or 757-7A* spaced @ 100' (6.1m) Wide (30.5 m) never exceeding 15' (4.5 m) from end wall . Model 757.7A is rated at 15 cd (wall or ceiling mount) per UL1971, and 75 cd UL 1638. Non-Sleeping Rooms and Corridors: EST strobes rated at less than 110 cd per UL1971 are intended for use in non-sleeping areas only. Install them 80 inches (2.03 m) above floor level OR within the space between six inches (150 mm) t024 inches (610 mm) below the ceiling, whichever is lower. No point in any space (including corridors) required to have strobes shall be more than 50ft (15.2 m) from the signal (in the horizontal plane). The 110 cd strobe should be used in non-sleeping areas only when the room exceeds 40' x 40' (12.2 m x 12.2 m). In large rooms or spaces (such as auditoriums) that exceed 100 ft (30.4 m) across and without obstructions more than 72 inches (1.8 m) above the fin ished floor, strobes may be placed around the perimeter, spaced a maximum of 1 00 ft (30.4 m) apart, in lieu of suspending them from theceiling. Sleeping Rooms: EST model 757-8A is rated at 110 cd. It is intended for use in sleeping rooms and should be installed along with a smoke detector. It must be wall mounted at least 80 inches (2.03 m) above floor level, but no closer than 24 inches (610 mm) tothe ceiling. The distance from the strobe tothe pillow must not exceed 16 ft (4.8 m). Sleeping Rooms Any Size Use ONE Wall Mounted - EST Model: 757-8A 110 cd @ 219 mA Application Notes - USA In any case, audible signals cannot have a sound level less than 75 dBA at 10ft (3m) per NFPA 72 and cannot exceed 120 dBA per ADA (130 dBA per NFPA 72) at the minimum hearing distance to audible appliance. Audible signals shall be installed with the top of the device above the floor not less than 90 inches (2.3 m) and below the finished ceilings at least six inches (150 mm) (per NFPA 72). Strobes must be used to supplement audible signals whereverthe average ambient sound level exceeds 105 dBA. Combination Audible/Visible signals must be installed per NFPA guidelines established for strobes. ADA suggests that the following areas may require Visual Alarm Signals: - rest rooms, meeting rooms, and other general usage areas. . lobbies, hallways, and other common use areas. - sleeping rooms intended for use by persons with hearing impairments. - work ar,eas used by a person with a hearing impairment (per Title 1 of ADA). Application Notes - CANADA (Based in part on 1995 Canada National Building Code) The fire alarm signal sound pressure level shall not exceed 110 dBA in any normally occupied area. The sound pressure level from an audible signal in a floor area used for occupancies other than residential occupancies shall be not less than 10 dBA above the am bient noise, and never less than 65 dBA. The sound pressure level in sleeping rooms from an audible signal shall not be less than 75 dBA when any intervening doors between the device and the sleeping room are closed. Audible signal devices shall be installed not less than 1.8 m to the center of the device above the floor (per CAN/U LC S524). The fire alarm audible siQnal shall be supplemented by fire alarm strobes in any floor area where the ambient noise level exceeds ~ or where the occupants of the floor area use ea r protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. Th is a Iso applies to assem bly occupancies in which music and other sounds associated with performances could exceed 100 dBA. Strobes shall be installed in a building sothat the flash from not less than one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as perthe guidelines shown here under Strobe Application. Page 2 of 4 Issue 3 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0341 Specifications Standalone Synchronization Strobe flash at 1 per second within 200 milliseconds on common circuit Characteristics (note 5) Horn oulses at temooral rate within 200 milliseconds on common circuit Operating Volts Strobe: 20-24 Vdc Continuous; Horn: 20-31 Vdc Continuous Anechoic: High Setting - 104 dBA (peak)!98 dBA (avg); Low Setting - 99 dBA (peak)/94 dBA (avg) Horn Output (note 1) Reverberent: High Setting - 85 dBA (continuousj/82 dBA (temporal); Low Settinl1 - 82 dBA (continuous)!75 dBA (temooral) ." Horn Current High Output: 40 mA@ 24 Vdc; 55mA @ 24 Vrms FWR; Low Output: 20 mA@ 24 Vdc; 28 mA@ 24 vrms~ Rated Strobe Output - candela (cd) 757-5A- 757-7A- 757-3A- 757-SA- UL 1971 15 cd wall mount only 15 cd wall 30 cd wall 110 cd wall 15 cd ceilinQ 15 cd ceilino 60 cd ceilinll UL 1638 not UL 1638 rated 75 cd 30 cd 120 cd ULC S526 15 cd 75 cd 30 cd 120 cd Average Strobe Current (note 2) 24Vdc:70mA 24Vdc: 105mA 24Vdc: 105mA 24Vdc: 219mA 20Vdc: 80mA 20Vdc: 125mA 20Vdc: 125mA 20Vdc: 272mA Peak Strobe Current (note 2) 20Vdc: 208mA 20Vdc: 20BmA 20Vdc: 20BmA 20Vdc:352mA Average Strobe Current (note 3) 24Vdc: 84mA 24Vdc: 16BmA 24Vdc: 16BmA 24Vdc: 325mA 20Vdc: 99mA 20Vdc: 204mA 20Vdc: 204mA 20Vdc: 355mA Peak Strobe Current (note 3) 20Vdc: 360mA 20Vdc: 594mA 20Vdc: 594mA 20Vdc: 876mA Strobe Marking Supplied with LKW-1 "FIRE" red letters, vertical both sides (Wall Mount) - see LKWand LKC series for ceilinQ stvle and oational markinns. Flash Tube Enclosure Clear LEXAN with white marking sleeve Housing Textured, color impregnated engineered plastics - exceeds 94V-0 UL flammability rating Wire Connections Terminals - separate, polarized inputs for Horn & Strobe, #12 AWG (2.5mm2) maximum INDOOR Operating Environment 93% @ 4QoC relative humidity; 32-120oF (0-490C) ambient temperature OUTDOOR Operating Environment 98% @4QoC relative humidity; -35-150"F (-31-66"C) ambient temperature (757-7 A: rated at 50 cd @ -350C per UU@ -4Q"C per ULC) (must use weatherproof box) (757-8A: rated at 100 cd @-350C oer UU@-4O"C oer ULC) Flush: North-American 2-gang box, :r high x 4" wide x 2%" (69 mm) minimum Mounting -INDOOR Surface: 757A-SB Back box Bi directional: 757A-BDF Mountinll Frame Mounting - OUTDOOR Surface: 757A-WB Weatherproof Box Agency Listings UL 1971, UL 1638, UL 464, ULC S526, ULC S525, MEA, CSFM, FM. CE (All models comnlv with ADA Code of Federal Reoulation Chanter 28 Part 36 Final Rule) Note 1- Measured at 10ft (3m) @24Vdc. Subtract 3 dBA for models with strobes- Note 2 .. Connected to FILTERED dc source. Note 3 - Connected to UNFILTERED (Full Wave Rectified) dc source. Note 4 - Use the average current rating to establish the maximum number of strobes, wire gauge and standby power requirements. Note 5 - Temooral audible oattern is defined as: '!2 sec ON, 'I, sec OFF, '!2 sec ON, '!2 sec OFF, '!2 sec ON, 1'1, sec OFF, then reneat cvcle. Light Output Patterns 60 5 'c:c::::- 90 200 100 cd 100 200 ~"''''''l>1liJfIQd. 111liildULmlnfL2[] '5A' Series Strobe Horizontal Output degre.... -15 0 5 I' 30 5 60 5 , 90 30 20 10 cd 10 20 30 ~SA.~u:lllilldUl."*'~ '3A' Series Slrobe Horizontal Output dogrees 'SA' series Strobe Vortlcel Output -9Q75 C.......... 30' II ~0-45 g'''Ul"", 20H -30 15 - ~ 0'El -- .. .. 15 ~ 7A' SerIIlS Strobo Vertical Output -90-75 ~7'_" lOll' ~-45 g"."""" " -30 - 15 50 '3A' Serle. Strobil '8A' S.rl.... Strobil Vertic8l Output Vertical Output .90.75 ~"'-'" -90-75 ~.._.. I I ~45 g"""LL~' 150-/ -6~ g"""u,,,,, -30 100' -30 15 50 15 0- .. cd Oa g ... H_' cd EDWARDS SYSTEMS TECHNOLOGY lssue 3 Literature Sheet #85001-0341 Page 3 of 4 Installation and Mounting All models fit to a standard flush mounted, North-American two- gang electrical box, 23;4 inch (69 mm) minimum. Optional flush trims are not required. Forsurface mount, use EST's custom indoor and outdoor surface boxes painted in color-matched red or white epoxy. EST recommends that fire alarm horn/strobes always be installed in accordance with the latest recognized edition of national and local fire alarm codes. Typical Wiring North American 2-gang electric box. 2'1<1" (69mm) minimum (Alternative: 4" square box 2-1/8" (54mm) deep) Housing 5-1/2" (140mm) x 5-1/2" (140mm) x 518" (16mm) l(9~ingle Mounting Screw (provided) The strobe must be connected to signal circuits which output a constant (not pulsed) voltage. The horn can be connected to continuous voltage circuits. + Hotel: Polarity of SiDnal Circuit is "own in supervisory atete. Polarity reverses in alarm condition. HORN and STROBE ON SAME CIRCUIT To UlJUlC Usted Am Alarm Control Panel SloneJ ClrtuIl Hotel HORN and STROBE ON SEPARATE CiRCUIT To UlJUlC Usted - flm Alarm Contllll +11 Panel S~neJ ClrtuIl Hote1 To UlJUlC 1.b.1ed fire Alarm Control Panel SlyneJ Clrtutt HDnVSl1'lllltl To Hex! Device or EOl Resistor + + To Next Device or ECl Reslslor To _ Stmlre Device orEOLResIstor WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. These visua I signal appliances' flash intensity may not be adequate to alert or waken occupants in the protected area. Research indicates that the intensity of strobe needed to awaken 90% of sleeping persons is approximately 100 cd. EST recom- mends that strobes in sleeping rooms be 110 cd minimum. Ordering Infornlation Catalog Ship Wt. Number Description lb. (kg) Temporal Horns 757-1A-T* lTemporal Horn, Red 1.7(.8) Temporal Horn/Strobes 757-5A-T* Temporal Horn/Strobe, 15cd, Red 757-7A-T* Teaworal Horn/Strobe, 15/75cd, Red 2(.9) 757-3A-T*' L ~poral Horn/Strobe, 30cd, Red 757-8A-T..... jremporal Horn/Strobe, 11Ocd, Red M~"untin6 Accessories 757A-s~e Box, Red,lndoor 1.5(.7) 757 A-W eatherproof Box, Red, Surface 1.5(.7) 757 A-BDF* IBi-directional Frame, Red 4(1.8) Lens Marking Kits (see note 1) LKW-1 "FIRE", Wall Orientation (supplied) LKW-1R "FIRE", Wall Orientation, RED LKW-2 "FEU", Wall Orientation LKW-3 "FIRE/FEU", Wall Orientation LKW-4 "SMOKE", Wall Orientation 0.1 LKW-5 "HALON", Wall Orientation (.05) LKW-6 "C02", Wall Orientation lKW-7 "EMERGENCY", Wall Orientation LKW-8 "ALARM", Wall Orientation LKW-9 "FUEGO", Wall Orientation * Add Suffix "W" to catalog no. for WHITE. (e.g. 757-7 A-TW) Note 1 - ChanQe "W" to "C" for CEILING mount. (e.q. LKC-l) EDWARDS SYSTEMS TECHNOLOGY !:> 1999 EST Page 4 of 4 It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet. contact EST. Printed ill U.S.A. Issue 3 Literature Sheet #85001-0341 l of, (K €_ u ~ 5 € d ~" :5 ~ 0 G\JI Vl j Co(\i-Ya Cl uv __ '. BREMERTON PERMIT CENTER 286 4th Street~ Bremertonv WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 1111 CARR BLVD location: KITSAP LAKE ELEMENTARY SCHOOL Parcel No: 3719000-001-0000 Permit No: 96-0132 St at Uli: ISSUED Applied: 02/21/1996 Issued: OS/28/1996 Expires: 11/24/1996 Applicant: BREMER TON SCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98312 Owner: BREMER TON SCHOOL DISTRICT 47B-5175 200 BRUENN AVE BREMERTON WA 98312 Contractor: PACIFIC MOBILE STRUCTURES INC I-BOO-225-6lic I: PACIFMS09700 Exp: 2/20/97 PO BOX 1404 CHEHALIS WA 98532-0350 Subcontr: D€mc: MO[)ULAf~ CLASSROOM **********~********************************************************************************** Valuation * Permit Fees: 79.20 Total Calculated Fee: 1~0,i6 5~OOO.00 * Plan Check Fees: 51.76 Additional Fees: ,10 'J(: Other Fees: lr,50 "rotal Permit Fee: :' ,46 . **************************************************************************************~,~***~ This permit shall become null and void if the building (l)"--.work authorized by this permit is not commenced within 180 days fram the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to Bee to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may reslJlt in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. -I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work l~ill be complied with whether specHied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating constru~~El.RerfOY'lilanCe of Clnstruction. .' ' ~/-~~ () /e Signature: __..~~_____ ~__ \,~~__---oate: -----~7-~-f---L~--- I certify that I am exempt from the requirements of the ate contractor's registration law, under Section 3, Chapter 126, laws of 1967. " ", 5J. gnature: _____________________..__________~._____..__..________ Dat e: ___________~,___________,________ DatE: ~ ...C:;::. ,21:2 ,~.5? 6 Pe),i'mi. t CC::lnt f~)r..u,ApprClvec By.. r BREMERTON PERMIT CENTER 286 4th street. Bremerton. WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 1111 CARR BLVD Location: KITSAP LAKE ELEMENTARY SCHOOL Parcel No: 3719000-001-0000 Applicant: BREMERTONSCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98312 Permit No: 96-0132 Status: PENDING Applied: 02/21/1996 Issued: Expires: Owner: 8REMERTON SCHOOL OISTRICT 478-5175 . 200 BRUENN AVE BREMERTON WA 98312 Contractor: Lie ~: Exp: Subcontr: Dasc: MODULAR CLASSROOM ~****#~#~~**~#**#***#xx~xx*xx**************************************************************** Valuation * Permit Fees: 79.20 Total Calculated Fee: 140.18 5,000.00 * Plan Check Fees: 51.4& Additional Fees: .00 * Other Fees: . 9.50 Total Permit Fee: 140.18 ********************************************************************************************* This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building. Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Signature:__________________________________________________ Date:_______________________________ I certify that I am exempt from the requirements of the state contractor's registration law; under Section 3, Chapter 126, laws of 1967. Signature:__________________________________________________ Date: *************************** Permit Center--Approve. By=_______________ Date=_________________ F I~ 1-~ I 9 I BREMER TON PERMIT CENTER .286 4th Street" fJremerton.. W14 98337 Phone: (360) 478-5275 FAX:: (360) 478-5278 BUILDING PERMIT' Applicant: 8REMERTON SCHOOL DISTI~ICT 478-5175 200 BRUENN AVE BREMER TON WA 98312 Permit No: 96-0132 Status: ISSUED Applied: 02/21/1996 ISBued: OS/28/1996 Expires: 11/24/1996 Job Addr: 1111 CARR BLVD Location: KITSAP LAKE ELEMENTARY SCHOOL Parcel No: 3719000-001-0000 Owner: BREMER TON SCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98332 Contractor: L.ie :!I:: Exp: SubGontr= DBSC:MrnJUL.AR CLASSROOM rli1i;' ~.~j. ...**#*****~****#******~************************************************************************ Va 1 l.lt.it'tfln *. PermIt FeeEI: 79.20 'rota], Cr:ilculi~ter.l Fee: 140.46 5,600,00 * Plan Check Fees: 51,76 Additional Fees: .00 * Other Fees: 9.50 Total Permit Fee: 140.46 ********************************************************************************************* ~'Th'1;~' permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by ({uch permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. '-.......~ " , ".)'.:: NOTICE - It. is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed \IJOik meets or exceeds code requirements, Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. / I hereby certify that 1 have read and examined this permit and know the same to be true and correct, All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any otM" .tat::~c~1 law regUlating_~tru~-!r;omance of construction. S i gnat~____:;':;:'~.Q;-~__:__~,:~~____ Date: ________..___.___________________ I certif~~~:;' I a~-:::m;t from the reqUiremeft~~~th~~.e_~ntractor's registration law, under Section 3, Chapter 126, laws of 1967, 5 ignat ure: ..____.,,_______..______..____________________,_________ Date: *************************** DEiteH /' ~. 'Yj,-01 / .".(C2 '" ", c;:>::{..;;/," ,,. ,.,::f. .~ P~J'Il'i:1 t Cr,mt ~li"~'''''11pprOV~( \. '.- .\'. .'" ,..' i','f;fc> ~ BREMERTO~ PERMIT CENTER 286 4't:h Str~et II Bremer-ton, WA 9833.7 Phone: (360) 428-5275 FAX: (360) 478-5278 ;' , Job Address: 1111 CARR 8LVD Location: KITSAP I_AKE ELEMENTARY SCHOOL Aeer Acct No: 3719000-001-0000 Bu :1. 'I. d:1. nq p~\~\'''m :1, t No:: 96'''''() 1 :;;1; St i:~ t u ~;{ : I SSUE:D I sf,,:{ued: 05/~::~01 E:xp:1. r(:7'!:<:l: 11/;;:~41 F~F(;JUII:~I:::D INS P E C T ION S Item; 01100 FOUNDATION-FOOTINGS . Item: 0]200 FOUNDATION-WALLS Item: 01700 FRAMING Item: 02700 FINAL Dept: BLDG Dept: BLDG Dept: BLDG Dept: BLDG Division: Divisipn: Division: Division: *"N**"""""""""""""""""""""M**"""""""**"*""*""*"""""**""***********************l TESTING: Must be recoqni2sd by the Washington Association of Building Officii SPECINSP: Must be registered with the State of WA BLDG: City of Bremerton Building Department 470-5275 PLANNING: City of 8remerton PlanninR Department 478-5275 P [ J I:;~ 1.1 n I::~ K" (;:; : (""I 'l" Y ''') 'f: . I:~ ,,"' m.' m '::" r"[" (") Y'! I J ,[" 'I' ',. '1 'l" 'I f,:;.' f." 1") CiH"l ':. r"[" m CI,' Y'l'[" 4. '7" r:> '"'' 1::' ;;:j. ] r:> " ,,) v-.: " '\.... "I J, I t, ,,) I l;..~ \'". J" "f " " " ~ ., Ii". ...J- ""..,,.. (,}, , f;,. I ' c;., ~,J~.... C',,} FIRE~ City of 8remerton Fire Marshal~s Office 478-5380 ENG~ City of Bremerton Enqineering Department 470-5270 HEALTH: 8remerton/Kitsap Health Department 478-5235 ST OF WA: State of WA Dept. of Labor & Industries 470-49~1 ******************************************************************************: <:::> ~- - j r')~'\""n"'I'[" II(\'I(,'J.""",,,,~<", ~_? J ~ I" \~':. I ", '" :;", "J)t;;i I ~:.'} '/ ........~ ~ r''', ". ", "':1 _ I k" J"" "/ill ,,!\;naLUro.\ .."..c .-.~.... H .. .....k:::~. .... . l)dl.b.... .............. ...................... . '-.,-....~ ,..;' =~1~~rnl~l~~I~Cgili;~~=~=~1~1=~=lc~mg~~:=~:~l~~~::~~:~:~~Cl~=~~=gm:~=====:ffi~::m==m!i=~:~=:rn:~~==~C~=rn~=lU~:~!:~==m~:l;l:~~~:~:m3=!==:~~=~~ BREMEATON PERMIT CENTER PE::RM I'r COND:r T I ClNS Permit No: 96~0132 Pa\;;le:: 1 rnN""I"""""'_'~~'"~""~__"'h"I"'I'~N"...nl."""_WN_'~"~"""Y"_'Y""_~_'_~"~"'m"'wu,'..'",~..",._"~'WW_"'"""'~_""_I"U'_'__"'...,m'~."'"_._.,.",,~.".,.m~,.,"..~,_.""~.,..".,..~~._._._".,,~.,,,".~,~,IN '""'""""'~""""""'_Y'"",u.."".,.j"'."N"N"..N"U".."..,._.uu.',....,"","".,.,'_W"..N_'NP".'..~...~"~.,.u."u~,._"_.'."m.'"'"."...."'NL"u........,..~'...m.'~NI'.rnU~'~~'~'"'"_.'..'~I"".'u'"m."..w,.,.,"'"""""""""""""'NN"'"N'~'"'."'"""'" Job Address: 1111 CARR BLVD Assr Acct No: 3719000-001-0000 Location: KITSAP LAKE ELEMENTARY SCHOOL Applied: 02/21/199< Approved: OS/28/199/ Issued: OS/28/199/ APplicant: BREMERTON SCHOOL DISTRICT Owner: BREMER TON SCHOOL DISTRICT Contractor: Description: MODULAR CLASSROOM , . ;:~' Conditions: 1. FIR E A. CONNECT TO FIRE ALARM SYSTEM. FIRE PROTECTION SYSTEMS MUST COMPLY WITH UFC~ NFPA~ UBC~ AND 8MC STANDARDS. PLAN REVIEW REQUIRED. 8. FIRE EXTINGUISHER PLAN WILL BE REQUIRED WITH THIS PROJECT TO COMPLY WITH UFC STANDARDS. i:; '. :t::'. c::::--'-----____. ,., ,. ,. '." .-------.. --.... n Tt. f;" "",," '"'' """.. ,,,. "".." . ,,-~ ~. '=k,l.~,..,.,"~",~"._..."),,,,, "I:, """".... '"'' "" , ~....."~." ."""..''''''.,~.. ~ .. " """ .... ~ m'lt' "'I()r1"k.Y ~\. '''''''''''''' per,:,' "" '""".,."'.""..,,,....,,,,,,,,,,.,,,.,,,,,....,,"',,,,,,."..,,,, . .- Signa t; u _."....... . ~ "1<'( ",( ,. '''i!lo 'f" . .~\.. .'" ( : ~d" l'....,. -.J . '." oIS BREMERTON PERMIT CENTER 286 4th Streeto Breme.rtong WA 98337 Phone: (360) 478-5.275 FAX: (360) 478-5278 BUIL.DING PERMIT Job Addr~ 1111 CARR BLVD Location: KITSAP LAKE ELEMENTARY,SCHOeL Parcel No~ 3719000-001-0000 Permit No: 96-0132 Status: PENDING Applied~ 02/21/1996 I881.Jed~ 1::::xpirf.H:~: Applicant: 8REMERTON SCHOOL DISTRICT 478-5175 200 RRUENN AVE BREMERTON WA 98312 Owner: 8RFMERTON SCHOOL DISTRICT 478-5175 200 8RUENN AVE BREMERTON WA 98312 Contractor: L.ic tt: Exp: Subc::ont r : Deee: MODULAR CLASSROOM .' ~'., ; ~~~~***~~#~~*~*~#*****~*****~***~**~************~{********************************************* 'l". Vahw.t:1.on * Permit Fees: 79.~~0 Total CHlculi3.t~~d Fef~: 1.40.18 ~ 5~000.00 * Plan Check Fees: 51.48 Additional Fees: .00 * Other Fees~ 9.50 Total Permit Fee: 140.18 ********************************************************************************************* This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremertonor Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Signaturei__===_=====_===___=_______=___________________=___ Date:_______________________________ I certify that I am exempt from the requirements of the state contractor's registration law, under Section 3J Chapter 126, laws of 1967. Signature=__________________________________________________ Date:____________________________..__ o.te'~y!~ ..' . .#'"....,. ~'iItII1IP.. .. ,.. ~ '7 BREMERTON PERM]T CENTER ~!f.M 4th StrY?JF,1tp H'{'emF.n'''i;on~ ("IA 9fKJ;.P Phone ~ (;'/60) 478,-5;''75 Ii FAX: t' 3.~O) 478-5278 AUILDING; PERMIi Job Addr: 11] 1 CArm HI vn Locat ion:: 1\ r rSAP I.AKl': FJ.FMEN J'AHY ~:;CllnOI. Pi1l"Cn J No t ~:l/ 19000..QO j.,oooo Per mi t. No: 96..01 ~O , Sti:ltUf~: PFNDINU n~)JiBd: O?/?1/1996 f smmd: ~::XP i. n~B: AppJicl.'lnt: nmJ1F'Rf'ON GCHnnL O[SfR(Cr 4tH<,ll!; ?OO nl:~UFNN AVE m~I-:MFH*qN WA 9mn? O\lmer ~ l:ll~FMFI-< rON SCHOOl.. I) r s n~ I: CT 4/B ..!:; II!) t'OO HWJFNN IWF Rf~FMF R'f ON WA 9mll? Cont r r~ct or ~ Uc if: i":xp: \) ~ -(o ~ 1J1~ ~1"67L- I a) ~;re pro~eC:li~n systems must con:.ly '\ with UtC. N~I'A. UBe, and 3MC ' '7..-.) I ..~tancrards. Plan review reqUired. f"Jre odir'guisher plan wi!! b~ ?B:i ,}l.~ ~.~ 'i~ 'l~ ~ I,:l 'X>~ *.~ ~ ~{ ~ IX. ,1* t~ r~!~ ~Ht ~ '.~'~ 'it ~ .,I;~. ,if *~? 'il'~ '1l'~H~ .iHt.~ *~..~~~~Jyi~~~,*g~~Ir~~~~ ~ ** ~H* * * ** ,)t ~ 'If.lt ~~ ~.~ t1 ,X 'i('l<* 'l* ,>> 10~ 'lH~ 1HH~ i.)r.dUl~ti.rm 1\' Pt:~nnit F(';f:JB~ 1\~Yiyt Un"'F!~~~rq~'l:ll.Gul.rit('ld I'no: 11(),;J13 S ~ O()O . 00 ~~ P:l an Ch<:.~(: k f"~'Je8:: ~d .48 Ackl jt. i cma:l r m:n, ': (lO * Other F(')el~: 9,!jO rO!;ill Pt~rm'lt l:ee: t40..l.H ****.**M*MMM*~***M****M**********M*MM*""*~*~M***~*****H**~~*************~*****MN***n******M** ~;llbr.;(mt: '( : D(~f.lc: MODUl .AH Cl A~:iSI~O()M This permit shall become null and void it the building or work authoriled by this permit is not coft1/ilEinceld within 180 days from the date of such permit, ()Y' if this building or work authorized by ~uch permit is suspended 0'( abandoned at any t.ime after the work is commenced for a period of 180 days, NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for . inspections, Failure of the permit holder to notify the Building Official of required inspections may rG$ult in the stoppage of the work unt 11 such time that the permit holder can substant iate to the building official that the concealed work meets Of exceeds code requirements. Any demolition, telsting, or financial burden shall be borne dir~ctly by the permit holder. FaJ.lllre to substantiate code requirements will indemnify the City against any and all fesponsibility or liability connected with the construction.. I hereby certH>' that I have read and examined thiB pnrmH and knOl~ the same to be true and coner-t. All provisions of laws and ordinances governing this type of wr;rk will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the proviuions of any other state or local law regulating construction or the performance of construction. Sigflatuft.!: ~~_~_~.. "~_."..c,~_~="""=_. "._~_. __.'_.' _~~.~_. ,._~.'~ =~_"'___~ Datl1: ..~~.__,. ___~'~~".______' ... ___"'_"_.'_ I ce'rtify that 1 am exempt from the requirements of the state contractor's regh~t\"ation law, under S0ction 3, Chapter 126t law~ of 1967. Signature: ....__..~___ _......_.__._.~____.._..__ __._ ...__.,..____...___.._.__...__ Date: ,~.....<<._.,,_,~_.,____._._~.. _ _.~__ _ ~._.._ ._ ~llHHHHHaHHI~HH~~OHH~,~.;~H~i'**. ~HBHHt, , . a ;; I'flrmlt (:,m1."r" APPf(lV(,d ~~/';:,oo I \='" \ r-c J~ d-d- - - 9lo 3)0/~ ~- t~, ,..-' ~ :..., BREMERTON PERMIT C~NTER 286 4th Street. 8r=:me:--ton, t.JA 983:77 Phone: (360) 4..78-5275 FA.Y; (360) "P8-5278 au I L.O 1 ~~G PF?RM I T Joh Addr= ~ 1 I' CARR BI.vn i _\:')Ci:i t; ; Gn ~ ~([ TSr-~P !..,0~~r; V:!,.Y~MF}JT ,~~~r~Y :~Cl"H.H;; ;J~';';;n~ 'i.",' He ~ /1:: ,,()~ ~j:.'; :.it a!: ~ .r:"~: P~::::\!U;: N[,j [J;:!rl~:(~; No ~ ~'~7190()O-G()1-()OC)() (\c;r'l:,' :7'~r:;.' (', .", /,..\ 1 oj .', " 1""",, : ';: '/~"j 'I: ~'~su \~t'; ,; tIF'f) t .tC::lnt.~ !lm::Mr~RT()N ::;CHDiJI. [) [;;n~ i. 1:; " 200 8RUENN AVF RREMFRTON WA J. "I ...'~ (+/ t~' . j ;, ./~':~ !'~: ;{ p !, ~,:,:',~ ~.; ,; '~,53:11) iJt'iner.~ !3RF:I1FR ruN ::;CHUUL., iJ r ';TV:: cr ,1./13 51. ?::~ 200 ARUFNN AUF RPFMrRTON WA 98312 i,::(i!1"!".: r 1:'iC 1: r:~'(' ~ u:; ;~: ;,~: x ::':; .~ ::::{ ,i,I:~C(}n'j,': r '~ C(-~~':~C:: ;';: ~.I~)UL,(~::~ (':;,.{~~';::)l?f";[)r~ 1~<<X\#i~~~V!~jX~~*#~~XM#~~#~*~.**~#X~~*M*****W~}*~#**~**#***~***~~**~****~~~*~*~~*#~~~N*~~**~ J.)a !. ua f; t (';f, ~ PL~rmi,t r'(",~es'; it? ;';'::0 r c: t: ::1 t C ri 1 r: U 1, d, t: ~":~ (~ F' r:: ~',7: :: (~d(j:: 1: 'I c:na) r:':;:~;'.~s:: ~, ,.j. (:1 , ; ~:,~, 5-;GOO~OO * pJan ct')ec:k f~'e88: :j1 .,:j(3 ;"';(1 'It:- 01: hE~Y" ;::: aes ~ ~.i ': ;:)0 l'nt i.l t p;;.;r;n j, t l': ;...~c~ :: i, >~,U ~ I"~ ~~***~~*~***~~~*****X*~*******~****~**~**~X***~~*X***~~**~**~!**~*****~~*******~*~~~A*~*X~~~* ;his permit shall become null and void if the bllildtng l)r ~Grk authorized by this perm~t Is n~t ccm~encad wt~~lf~ 180 days from ttle date of such ~ermit~ or if this bu~iding or work au:horized jy Stich :ermit i8 3t13P~r,ded or :lba:ldrJned at any time after the wcrl~ is commenced far 1 period of 180 days. ;'nYT1CE - I~: is thi~ responslbi lity the permit hclde'(, not ~he C:~tl' of Pr~;!l'!e:tcil or ~Jl!: Iding Dffic:3.l tr; 8,::e tc it that re~~w:r~d inspections JfS made, The permir d~! must ~10tif~ the Builtji~g OffJ~ie~ w~1en 1~aciy inspections, F2~tLi~'~ the Qer~1~ holder to notify tf1e 8uildl~19 fic~}l r:';quired ;~ '.;??pr,~cr.ions r:-;;:~y r;.~~;u.:,"" j;l ~~!e stcoP~G~ of ~he work ~r~~il SJch tin!s that the p~rmi~ der CA~ 6~,;t8t2nti3'te ~~ t 1Juild~~r! Qffict~i :;cnCC~I:l'~ :~d !.;;;J';~ I.: ;i1(~e t ~~ ;") r :::: x ceech:: ~.:cde TV equ ,[ (::m2~1 t ~.~ , .::~;:;:c. -~ i~:.t :::f' ~ ~~ j~::.r. 1 nq 1 ~,~':Y' ", .. :- ), ;'~0. n\~: l ~: ~ ,..( ~ :, :'~l~ r jy t~:~ :~etm~~ hiJii~er~ ~~aLt!.lre t\; SUbst2~#:t' ;.:te (~C1;,i i r~!r1:~~nt;j " , .-.1 \ . ~ _ '"\ ~):.'<il"'i} t h,:~ ;'~: ',' v "~~~;a 'l""i;:;~ a.n!' c:nd ;-;'!. rf:~::~v~r\s.::;:.i ~ t.:( i:r lit II t ,'I :'::(jnj'~~:C-tr~[,J (}jl i'~ h t h~.: C(j~st i i,~i::!.: i :);':, cc'rrify ~hat t ~~a~;e j'a~~ ;.:.t"\i'i _: "-! ~,am: ::hls p,~':'m~t a.!~d kn~;~,\ t;1~1 ~;2~0:~ ~.O \'J;~ ty.up~ ,J;"g,'! ~:oYr~'~r.t, ;..j '. i~,,;,,,:.::',/~_?ion3 ~:.;: l::~l,I},S ;lr~d c;"di~ar'css qO\'-:f'?;:-n1ng +;hi~ t~/p~~ cr ~;!Qr;',: :;Ji11 b:~ CC:;'1j);, i~:.d 1..J:.~~:!; !l!hl~ti-;~,?~( g~'r~::}-";~~:;~: :;:~:i;: r, '.~r ~,(~~. The :':;:dr;ri~~~ ~};': 2; ;Jef~it dce3 r-101: ~~;Y;:.~)tirr:~; t,:; ~:n,\!e :JJtho'(t~l tc: "~,r:':I ~Jth~r :::-:t,:r(~ ,~, 1c:;2i 1 ~rL12 "''-;;Qulat 1.rlg cl:lnst:uc~ .l:.:;n i:JY' ;~h.::: pf.rfor~~F'1Ce . . , ',,: l!~ j ;j't, ;": (J'l' CGf1st1"u:~t i ~.~\r'). :::-:t'; ~")'f(,;t'~j:~;n~~ r] " r .1:" ~~ ,.' I.. I' ~) < Cnt::~~ !;~;t'l:' t!\'it I ~:H7"! "~x~mpt f;f)t!: the r;~qL!i,r8:nr~rr'::s Cf t:r'},~ S~3t:~ '::or:~'i; ::if :~:~ "~,::~~l,:,:t':~:lC 1,:.;'\ 1:',\~~; (hL.~::)~:~~: t26~ It-H~:~ 1, '7~.7 . :; ~ ~p;a';:;.i~' c ~ n;~ r? ~ *~~~~~~*~*~~~'~*~~~'~~*X~f*~~*~~ ':': ~:,;.t ;,", '( 't. ;':,~ f"; f": ,;.: :.i.: l' ::~ r~ r:~ T : ",~) 1:::-; :: j p ~', ~,;,)Ir': 3 /r'3ff? , d-J~-q(, ~I~ CITY OF BREMERTON BUILDING DEPARTMENT qLY' \~ PERMIT APPLICATION DATE: February 22, 1996 TO BE COMPLETED BY: March 4,1996 Bremerton School District OWNER 1111 Carr Blvd (Kit sap Lake Elementary School) LOCATION OF JOB FOR: Modular classroom Self CONTRACTOR ENGINEERING COMMENTS REVIEWED BY ~ d;,-I B Jf~ APPROVED-----K- DENIED /llo 0:mmE/1fJ. PERMIT 'f"":~ r.:;~ fF:-- w.~~ ~:== r~T en N ~1< E r~ rr"'ii ::rT C; F..:': N 'To E~ R :'11:', .i t h .'.t reel-. f.?y'Cmerton > (..,1f~ 91.r~:77 PhOTfr';' I' :'h"(\) .f. >'0"'52.7<:, F4X: (3~.;.O) .-1.78-5.;270 HUTI.rnN(;i PERMIT .}l.lh ,'~,':d'r 'I .1 : 1 c:'\ur' PI i,iLl PCI' mi t No: ')/,.f) jC j ~)!' :. i {j'n'~ ~;" r r:'~:i\1 J i (\V~' J<;) J1Vt'l t"(II/Y '3CI Jelll! (\r-!~.ll ii:;Jf!i' ~ JJt?i t-:j( .t.~f(':U :";l)Ut{"ii l)t:;n<f!~::' ..1 /H.,'j 1 /S ::;ti!'I:llt:~,: t'):"I'~i:J:'t'Ji; (iPpl ) cd: 0:-. ",', --; '.",.',", (G!3III,;d~ :':xpi ti:'n: ;\.,"ff",. ;'i~"lr ]'/1\)01:,')0' no! I,F~(L) ,'nn HPl!: fn~ ,';! ! 'tit !'1[ prm~ l.j(, 'o'O::P/ ! J~"li';:::':{ Hl',~! '('n ;,~ rnH (::J::! i! 11.n r; f~--:rl'l: f,"i.>1" .t,"F; <'j 1.':; .'(;f) : fL'; if Hi') ,:"1 ! II.:! fir i(f (If.J [,Jr'i ')//:'(j;' ~ ! I J:-i t' Y ,q":;' j;'r ; , " It: I' ".: I'~ ,~ lit'l,....!:}l ", :,,:\": ~ r'1lJDur ('d-:' f',! ,,'~/'.~~::ld:;t:f""1 1~":~I;'(~~~'~~'~~~(~~~~;~fj'~,;i~~~~;~'~~~:~~~~~,~~,~~*Xft~~X~~X**~}~~~~~~'~~~~~~~~~~~~*~~.~~~1.j~~~~~~~~~~,~~~ ! ! i ~ i ; ,~d 1: i . '1 !"; ~ ),~ .:) . m : ~ :"'-1".1"; :''1 .:0 :) 1 , 'f 1:J l...~n .~~., : j; [!i ~r ; "~!-:', ';. ,ljO j','d:di L',l'.iir,:ufdtdd :'(~::,:-: ttdd.;t'lon:~;l 1"Ct~,:.': ruL.jj i)~";'rmi!': rj,'~(;'~: l/~:J,l~.~ ;.! "l\':'J(i, C:i) ! } ; \'1 ! i (. i i 1: !" j. I . ~. .. l'1.d. ji! , .': '.:. ~,.';I, -:.0' :i ':.I ~~ ....; :;-l .~~'. ~. :';, ~(;: ~~ ';.:: .~. .,<',' :~ i .:,,:..~ / ~ .\~, >~ " l!:"; '.,. :~. ~ .,4.' 0.' ,'-1.: :.:' ~;{, 'to ';'1, ~l .j~ ,..... ..... r, ~~ ~4: ~i ~ i; ___>(; 'X-'~)( :.( ,}f. ',~' ./': ~. ';.; 'x .:.:. ,'~ :'i ~ :~. .:~ :'~:::(~ '~i: '.A: ,}', ~,)(.:~ .~ ':~; jJ; 1i r. '.~' ,\ -"i' :..., :~: .~ ./.- ':to :..; ~ ~ .;'4,..' ~ rhi:~' i.:~~~.::;:;t :;t~1.i! ~;!';"rl!'i1(',; rlli,lllJf:d 'Hlid ;~ the tHjildji'!r~ or HO'tK i1uthorj"~cd by t~\i~': fJ~~rmit .is not i.'.:(Hi1n1~:!:\:e(i t'lithitl ~f~;) ;'t(,.',;" ;'Y'(!,ij i.L.; d;i'!.\: of :~'ush r<-(J1'd I ~ ;~,:"( i ~ ~.rd~' bui Idin9 l)r VJ(rrr :~utltGri.2ed bi :~ur:h permit i~~: .':;/):;op.::ndc;d Clj' o ~!. ~Jf): i;~:,:.) ,"ift.:,} t:h1-; \.,iO:<Y i:~, :.'(J01ilf::nccd f(lt ;j period of 100 d~(:':;. ;JOT:!'F II 1,~:: rhi.: ;~(':~c~~:!r;:...ib!,!.tt.,., rd' r;j;.-~ r'r:~(ml;.' hnt(!c:'(, fll)t the Cit/ elf t3remerton iJr 8ulltjir(1 Of'f'icial '1" ~() ;!' ~~";;J:! ;'::';C!uj(:::::i ifl':P('c"t';un:::, :Jr,~': mti!'jr:~.. Thi.: Of:'flolit. hulder rnu~]t n(jtif~i tht~ 8uilllin9 Officfall~h(:n '(<::;:;/j/ 1r:t >!'.,:!~'~."i::-~;n~. r~~!iu:'~:: <\i' rhc \.H::;"j;!ii. ho!:il:~l' tri iiutif'/ tf'H~ 8uildinl: OfficL}t i)l tl:'.lulind in8PocttOn~:~ r~;.l>; r;:;:~.~~_~l;: i;: ;:-i:~ :~.tl~PP;-.i!.:(; Ii!' ~'h';' ~..J;.'::'~:' il;]~lJ "-;Ut':~:' t.,lmf~ that '(-he r)(;rmit hulder can [,~,ur)~.;tanti(Jte to the bujldlnl~! (lYfic;i)i I \d[ 'iir; l.,;'irj(f>:.'l l'JC(~~ !til'~'f.::::~"; nr (:/cC~.:d:3 code: !"e(lu~'(c:mcnt~~.. An:'" demcliit1llf!~ ti;Btlnq~ or fini~nci!J! bUf(1!:n .:hQ~~ il< ~;:~!':;:": ;iif(~ct~. 1,'1','" ';~H: ~-':':'imi..t f;r,[i!(:f. FIJ~,.llJrC (,(t ';!Jb~r.;:H,,:LJte corJe (f:qUlremt:nt~,: i;Jill indemnif:.. r.h(~ Cj~'''' ;i~~:'l:-:' ,'in.. dl'jd ,:~t!, (:""'p1:rr:~:iblI1f':' !1{ lidbiii~~>" C(litiiCCti:,:d t,dth the ~:onsttllctiorf~ -<". 'l' :.'(,:(tif.';, ':~'jt:Jt j ~:D".:l,: 'l"f~Jd ~lild :}:~am~rF-:ct tLi~.: pc<;,mi;: iJnd knoN i:h~~ ~3;jme to be f;'tljeJ :jnd ccr('([:ct.. "'l! I ["",., ,:;i_.r:'.: (d" i~]u:':.\ .:!l'lfj :)rdin;ince~~ (:;f:~',/l.~rriil:() thi::~ type of td(J(Y, t,Jill bp '.~ornpli~d ~Jith ~iJtv;ttH3r ~lPt;cific(i hnrl~ n ::( ';';1 Ir:;2" l,Fi~:r!i~i.ri9 (fj-'.") pcrmi\ dJ)(.I:;. not fir1::.1um~:: t'o i'.1i~/(! authO'flty to ,..Iicddtf~ C!r ("ance! the fyro')lt:'i!.lll'.: I~ .j;Y. :.\:t~,._( :,;.t,~Jr:.; ,-.t( l(lI;a! l~jl'l ,-i:::)uldtin!:1 (':.)n~~rrflcti!)n ~::r ttF~ perform[}('lcc 1)( constructi.on. j t~!> Dah!: '."..: r :",;:'!t: ! ;~~'J :::~ I~':m[.j~ h"orn ; ht:: f;-;qU 1 ((~!':1eni;n 01' t i'le :;td.t(~ cant rartor 'co iI;qi.,tri'lt ion L.III. :,):1:1(:( ~:i.~l.: ~ :'; I : :') l;'j;,d; r~'l' 1 ~! ;n',!~:, i ,I ~ ~ :';.:. . -' l :':;- :\~1 ! ; i to. ~ : . . "~',..- ."... - '" ...._~'.,. -'.,.... .', '... -,~ ~ .',...., - ... . __..... - __~....__.o _.., '. .. _... Date:: "..~, "." ........~ - -_..__.~ ....- ,.. - ..,_.. --........ ~,..'_...,- ;.... ' ".: . " . . -~ ;:~ '''!!, to.- ~.~ ",' F ~'\. .":--; '~.....: j~ .;,. ~ ,,": .~, '>: ; ]::. .' "I, t" ' : ';! -'1"1 ( I 1\ ;'l;.j'; .. ~ \ \ \ : . "-../ '\ (~.L d d- 7' ,b r....- -.~ '" PERMIT CENTER Id: ROUT130 Keyword: UACT User: VAL 04/04/96 Activity document routing maintenance. BLDG PERMIT-NO MECH/PLB Permit No: 96-0132 Applicant: BREMERTON SCHOOL DISTRICT Status: PENDING Address: 1111 CARR BLVD Route: 1 Current Route Line: 9 of 9 Packet Units Description station Status Received Assigned Complete BUILD BUILDING PLAN CK STRT-B-VW Approved 02/23/96 02/23/96 02/23/96 BUILD 1 BUILDING BLDG -SE Approved 02/23/96 02/23/96 03/13/96 BUILD 2 LAND USE PLNG -JA Approved 02/23/96 02/23/96 02/23/96 BUILD 3 PUBLIC WORKS PUBWKS-NL Approved 02/23/96 02/23/96 03/18/96 BUILD 4 UTILITIES UTIL -NL Approved 02/23/96 02/23/96 03/18/96 BUILD 5 FIRE FIRE -SR Approved 02/23/96 02/23/96 03/06/96 BUILD 6 HEALTH HEALTH-ANY Approved 02/23/96 04/04/96 04/04/96 BUILD 7 TRAFFIC TRAF -ANY Approved 02/23/96 04/04/96 04/04/96 BUILD BUILDING PLAN CK END-B -VW Approved 02/23/96 04/04/96 04/04/96 F1=Help, ESC=Exit current screen. *~~~*~~~~**~*~**~*x~r~***~x*~~~~~~****x~~*~*~***~~~~t~~x*~~**~*~*~ ['f I Y Of lll.(l f111ll[ IN i~F(:F1PI ((~*~~\"1~~*~K~~~*****.*~~*~~*K#~X<<*~~w*Mn*~**~M*~*~~~**~*~*MKM~ Id r:I J P 1 t'll 1m! let ~ (;~t,(')OO 1 d~ 1~lr,tlltYi'l: ,~"IH (\;.' /'t\'jCJ(, J~, ~ :,i ~ PdYil);ml' f'1t::thnd: Cl\ Holal; Inn' 1\1'1'11 ~';f~ll l)C~;1 fnl.1:: .'fl, IJ(~r In II. HI): I'ar 1.;(: ,I Nn:: ~; 'j h ,\ tiddn":',, ," ~ I nCi,rl. 1 on :. l':!<:, 0 L3? f ypn ~ 1310\'i(INl.Y Il!.IXj Pl'J-l!'j UNU MUll,' ''1'/ 1 'yOnG, on i UOUO I l. 1 1 I'AW~ iii \)1) I' II ~;(il' I I\l'i r, I r ~11 N r {If 'Y ~:;(;l :0111 !'(d i:d l'IH,\:~e 'Ill t d 'J {,I I Pm ~ ~ ; n;.!li.ml;f;)~ , ?il 110, 'i(~ 1,10.41., " hi ,':; Pn Y'[M:rrl. ,no ~.~: ,,<....; ;: 'H' ~~; ',~, l{ .x- ,~..t( ,)(-~.t{ 1{. ~::},~}; .)(. ~ ~~,~.y ,~\: ~'t ~~ '~'~'1:. ~~: ,~,**. ~: ,!:;'.}.;. K ~ ;/. ~ i.~ .l{. Xr );..r,. j! :~ ~;:,~ '"f. :,"t'!: ':(~~:" lt '~!'H)( * ~~ .~ (",';\ :nll,l:t Codr': I.:', ';,\'1:,) .rnoo (~~inf.)) I lUCf;Y j I"t 1 nn Ill.! l'I ,I) [N(j PI (\N Clll,n: 1'1-.1 '~; (\mOI m!. 1'..lH L3~ ....H.B...r....I. ...-r,......<..&1.........,.......H....<........I4'""t.I'JI"I. ..0. .. ...'MJ.. ...> . ..... .... ...... .......J~ 1.,.~.........~.1'!~-!~I7.IJ'-.I~___... ............1...HH ..............<City..of.Brenl~&on"..W~hil1ir6n9831.{)....~h.bne:....(206)..478-5275 ....PAx:...C206Y..478-5278................ APPLICANT: IZI OWNER D CONTRACTOR 0 OTHER: SITE ADDRESS: 11/' C A~ J( . Sf OWNER: !11".tJH-t ~v ~ ~~ f);~ TAXACCOUNTNO:31lr-DOO ~ool ~ ODOO ADDRESS: :2. t) 0 t! Jl'tl tP "l J.1. A v CONTRACTOR: ADDRESS: CONTRACTOR LICENSE # CONTACT PERSON: ~ V1. EXPIRATION DATE: Ca vJ:J~ "'f.1-ey , CONTACT PHONE # 47f" $1 7..s- D SFR D DUPLEX D MULTI-FAMILY 0 BUSINESS 0 OTHER: D SIGN D DEMO D MOVE BLDG. 0 MOBILE 0 GRADING(yds): o NEW D REPAIR D REMODEL o ADDITION ~ OTHER: NATURE OF WORK PROPOSED: ~"(",t2 fe. :'in. t..L LJU II' -E. A. t ki'';'' SQ LJ , / .2. C.16SS'JioOOIlW$ /11.10 e::; s,.';? / e ~CkJ d Ie> <'S,~ ~ I - SQUARE FOOTAGE: Dwelling: L81ke tf2... t::.- (~ #U ~..... t~ "" v / /IJ~ cJ. / ra ""'t.8 I ' ,:2 ()" PI to .1 fj(:J 0 Garage: Decks: .../VALtJATlON. $ J:t~.~ 77c>> 1)~ U4e ()t4 P:LAN::lffiYIEW?JJEE{::::;:: ::~ ::::::::::~::::::rERM::rr:::FEE:::::::: ";:.::::::> ;::,:;::::::::;::.:.:$URcf1A;RCES;:;:;::/j:;::::: $ $ ENERGY: $50.00 $ STATE: $4.50 Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SICNATURE:.~ ~ DATE: I :Z/!/,/~6 I ", I CITY OF BREMERTON PERMIT CENTER Application Review Type of Application: Modular Classroom Site Location: 1111 Carr Blvd. Submittal Date: 2/21/96 .D ,... ..... .. ':: 'EPART1HENT: (:bMPLEn kSIl\1PLE ..................1"... Building YN Applicant: Ron Carpenter/Bremerton Sch. Dist. Application #. 96-0132 Committee Review Date: 2/22/96 Zoning 0N N Environmental Y N YN YN EngineeringlS treets Engineering/Utilities I Y N Fire Y N <:0N YN Other YN YN YN Additional Comments: N : H .1'A21'ROVED ../::::,. ... . q 'H..\T:MTbL' ::.H.. . I Y N I I Y N I I Y I YN \ ~~***~ft**~*M_*M*K*M~M*M."*~****K~***MMK~***MMM*K*M*~***~MN~****M C.i ',y fI! nW!lrrrl Ot~ !':!" C! J P I ~~KrX~~*M*~*MK~~*****~*~~~*~***X.**"***M#~**HH*N~***#*M>>~K~*M#~* HI i'l .I i'l NWflhtf;'{ ~ 9/,0(,)(11 J:I rHl1i:l\Wt;: J ,10. j H O?/;:JcVW, j <1: ::'l!, Pi:lvlt1f;n!; l'1l'lr; hod ~ 1:1<: Nul: f:\t 1 mn \i1;:l'M !H ':nIHt~'/ 1 (n H: 1.)1,1 Pun)}). j; Nfl ~ PiH(;i,':1 No ~ ~:; 1. t n Addr {>~SG ~ I (l(:nt i un: 'N, () l. ::l:~\ IVI)e ~ t31 D{'JC1I',ll ,Y DIJ)r i I }IJ~r1 t r +!O f11 .Cl!/ J/l ';l()()O 001 0000 11 t l CAI-1H nll.}O 1\J I ~~(\p I AKf I'll 1"11 N I nHY SCllC10l loti))!, hm~,: .if:O,Jf; lntrd (lit Plllif;: }~di;jnc(~~ 11(L tH );iO,Hi ,00 T h J H ilfl)'fnNlt. ~*K~*~M~~r**~~*HH*K~*K*~~~********H*X~f*~~.~*~~H***~*~~~*M~*~KMH I1LC\.ll1nt Cod(~ licf:lcr j pi" :Ion t',!n(ltlnt 1/, "i:;~'-,>, 1. no t t :.;0; ll. ) IlU U D lJlO pnW!tf Il>::; /9 ,''>[) li'..:3ti~\,tl;J(JO (4'AlO) HUIlllINl) Pl IV.! cHI CI< I II ~i 'll ,Ml 6/[<1 <~v , I:~ (!'P::16) ~:irrll} OJ: WI ::I.lHClU'llml ,1 ,')0 nJ. :1'.,:';:' J JOO'? (??1 c; ) PIPI'111 mll~r'Il(';!{G! ~LO() ,. MODULAR RELOCATION AND INSTALLATION- Section IV: SPECIFICATIONS r- y ~ E . ~ L ,. q~.. O(~ MODULAR BUILDING 1.A. At Crownhill Elementary School remove all portable classrooms. See Drawing CH-1 and P-1 through P-4. 1. B. Move single portables rooms number 17 & 18 to Kitsap Lake Elementary School. See Drawings KL-1 through KL-6 for the new location for the portables at Kitsap Elementary School. 1.C. Move three (3) double classroom portables room numbers 3/4. 7/8. and 9/10 to Mountain View Middle School. See Drawings M-1 through M-9 for the new location for the portables at Mountain View Middle School. 1.0. Move double classroom portables number 1/2 and 5/6 and single portables number 11. 12. 13. 14. 15. and 16 to a West Hill Elementary School or Skill Center location on National Avenue and set on temporary blocks to be moved to another location by you or others under a separate contract. 1.E. Dismantle playshed and move to Olympic View Elementary School. 2442 Perry Avenue. for erection by others. See drawing C-1. C-2 and C-3. 1.F. Move two (2) Sealand storage containers. one (1) to Consolidated Facilities. 200 Bruenn Avenue. and one (1) to the athletic field area behind Bremerton Junior High. 1300 E 30th. 2. City of Bremerton Building site permits at the new locations on school district property have been obtained by the school district. Moving permits and all other permits and fees required to complete this work are the Contractor's responsibility. 3. Remove all utility supply services (electric. water, fire, sewer, TV cable, intercom. etc.) and cap at grade. 4. Remove and dispose of all abandoned concrete footings, wooden entrance walks/forms/ramps/blacktop/porches. fencing and debris. 5. The surface area is to be level and safe and provide for drainage to existing drain basins. 6. All fencing is to be removed. 7. The Contractor will coordinate with Puget Power to remove electrical service and metering. 8. Relocate/install all modular classrooms as indicated in drawings. The relocation/installation work includes, but is not limited to, the following: A. All permits and fees required to complete this work are the Contractor's responsibility . B. Engineering as required. C. Site preparation work (drainage, access route, etc.) D. Foundation excavation work and materials. E. Erect modulars, includes all footings, posts, tie-downs, ramps/porches, and skirting. F. All exterior roof and wall repairs to assure a watertight condition and match surrounding surfaces. Modular classroom integrity is to match pre-move status. G. New crawl space and ramp skirting is to be installed with matching materials. H. All exterior surfaces are to be painted to match existing surface color for portables 3/4. 7/8, 9/10, 17 and 18. I. Restoring/resurfacing disturbed areas with like materials, leaving a safe/smooth surface. J. New entrance ramps, porches, stairs and handrails are to be installed for portables 3/4, 7/8, 9/10, 17 and 18. K. All disturbed landscaping and surfaces are to be restored to original conditions. 9. FIRE ALARM - Extend the existing Kitsap Lake Elementary School and Mountain View Middle School Fir~ Alarm Systems by creating a separate zone. All new components shall match existing in all respects and be fully compatible with the existing system per Bremerton Fire Department. It is the responsibility of the Contractor to inspect the existing Fire Alarm System before bidding and include all necessary costs in bid. Each room is to be equipped with one (1) alarm bell located above the pull station, and one (1) rate of rise detector, clearly marked to meet Bremerton Fire Department requirements. A. Fire Alarm Bell: 24VDC Farrady Cat. #5640 or equivalent. B. Fire Alarm Pull Station Edwards 270 SPO or equivalent. C. Rate of Rise Detector. , 10. The fire alarm systems at Kitsap Lake Elementary and Mountain View Middle School shall be in operation, tested and certified by the Contractor after the portables are moved and installed. The fire certification papers will be provided to the Bremerton School District. 11. SPECIAL INSTRUCTIONS A. Contractor shall determine the best method to connect the primary power, intercom, fire alarm system, TV cabling, plumbing, telephones, and computer cabl!ng from the existing schools. B. All permits for this installation must be obtained from the City of Bremerton. C. Commencement and completion - Contractor will commence the work called for by this contract upon receipt of Notice to Proceed, the notice to proceed will be issued by the School District Business Office verbally, with a following written confirmation. Contractor shall complete the move called for by starting the work at Crown hill Elementary School no earlier than June 20, 1996 and have all units off Crownhill site by July 12,1996 and all other work at Mountain View Middle School and Kitsap Lake Elementary (skirting, utility hookups, painting, plumbing, porches, and ramps) completed by July 31, 1996. D. UQUIDA TION DAMAGES - The Vendor agrees that the Owner may retain the sum of Five Thousand Dollars ($5,OOO) at Crownhill for completing of the move of the units off the site by July 12, 1996 and the sum of Two Hundred Fifty Dollars ($250) per day for final project completion July 31, 1996 at the new locations as compensation for each day, Sundays and holidays included, that work remains uncompleted after the above-mentioned completion dates. This amount is agreed upon as a proper measure of liquidated damages the Owner will sustain per day by failure of the Vendor to complete work at the stipulated time, and is not construed in any sense as a penalty. These damages shall become effective midnight of the final day of the agreed installation time and shall run in 24 hour periods from that time. E. It is the intent of this. relocation project to furnish to the school district, upon completion, fully equipped and operational classrooms. 12. Codes - The classrooms shall meet all bid specifications subject to the following codes and regulations: City; ordinances, fire, plumbing, electrical and Building codes revisions. Uniform Building and Fire Codes NEe and State Revisions. Ufe safety codes. 1985 County Health Department Directives. Rules and regulations of the Washington State Board of Health, governing DRIIMERTON DUIWING DEPARTMIlNf ,Inspection Report Scope of work: Modular Classroom Addl'e88: llli Carr Blvd Ownerz Bremerton School District ContractlOr: Pacific Mobile Structures Inc Pennlt Number: 96-0132 I)bone: 478-5175 Pbone: FOUNDATION COMMENTS: /Jor /?rpr~' ?~s -<I ;:;;:y G..,--J I'UOTJNGSAPPROVED:/ /' 3- c;;/~ ht/CE-b b WALLS APPROVED: 5P~5 '/ FRAMING Eledrica.lapprol"ed Plumbing lie medu.nical al'l'rovod Crawl IPll<Je aC<lelt8 (min. J 8 x 24) Floor joItb and beum/proper deuance to earth I'oeith-e oon.neaiOOl POIb &: ~nl!l Foundation venb P~b1 propet.JI DUpported Amhor LoIt.: nlltlJ &: wuhen in place MudlliD: treated matttial Hoot ioi,lt:B: lIiu; &: span lbmJWrden: ,ize lie 'pan Notdling &: drillir~: ioists &: beams, studs SmoIJIe ~.on: all reqaiftd locations Exh2.llllt fans: ~ ~l1irM E.xhault fam iruulated: unc.onditiOllt'Xi space Whole house fan, .outlJide air int.aka each bedroom - fans tttrnlnating dir<<tly out.i(le Ran~hood Ol}!! c:x.Iuust VUlt All vent tnlllillatiom: windo~ lie VfOIJUtv line Pi!!'Plaoe rornbu.tJon air Windom!: rneeu ~retlS teqllirttnentB Windows: propet' U value -- WindOW'll: safety R1azed where reqlliffii Cdli~ ~b St2.irs: headroom clearance Stain: riee Be ran: proptt width FireLloclcin,t: w:all to odling. furred walls every 10' fire Lloddng: lluirs, soffitlJ, lowered oeilin,tS fire MocIcing: tubllltllOWCO fire LIodtiI~: lids in void spaoes,shaftlJ Pir-e LIodiIJa: stuff hob tov &: bottom plates Sbtttrodt backil12 WilD brad~ Raftttll.iwno(dU~ T fllll8ell: 8P<<'l1, bra d IIR Attic :a~ Attic VUltil2tioll Wall lie rool' .heathine. Shear nailin2. nu.i1d1ue. driM in COMMENTS: ---;---- ArrROVED: IllIul2tion: prOl)tt R value Insu~tion: proper fasteni~ I,.sul.tionl 'ntpor I,Utl.r Bottom pr..toM ..uJbd to ~ I'ennntiorl!l auJbd :Ill requ.ired Electrical boxes ~as~ .or C:llllJu=d 6 mil black poly in aawl 'pll~ ENERGYCODECOMP~CE COMMENTS:____________________________________ UNDER FWORlFOUNDATION INSUlATION APPROVED:_______ w,~u. ~l\l';!HlI'nnN ('\,Pi'f\OVI:IJ: ~, ,. V't:r'~ ... ____.___ _~'pplian_~ ~tion 2nd :lC<<Sll, P~r.tt lluppart ______. y~1tifJ8: cku:moe to rombulltibka Y~lIt mminatlon DUdll: lIl~ llc ''!I'port G~j'ipc: lIiu lie lIUpport _ _____ Gall pipc: witftin 6" or wldttground-coa.ted G:lll~lI:lIaf~llhut-off Wood.novc:ll: EPA tutified WooJ.gtovu lie firtpb~: e'oper hearth CWrn liner: wbm ui~ MIlCHilNI CllL ^ }llian~ ck:t~n~ to ool1lbustibks . V~J1ting: lIiu: lie '''pport Combulltion air Gas i under tnt _ Gall pipe: uo<kr-groumt min. 12" bdow t;ld~ Gall !lh.utoff within 3' of a liance Gall logs: damper permar~ntly 0 Wood!ltovcs lie 6~ l:t~: Ti h.t-6tti doors Manu.factu~'!l ,pect on site Chinn . K aute flues wilen lIired CUMMENTS:____ ---------------------------------------------....---.----.-.----.---.---.------------------- GAS PIPING APIJROVED:____________________FURNACE APPROVED:___________ OTIIP.R APPLIANCES APPROVED: DWV lie water pipil!g under tcst DWV: I'roper siung I.!WV lIc Water piping: proper !lUpport Vmt tennimtion Water 8U.1'r.1r: proper 8iu~ Wala heater: ate vain on cold water lIU Water better ttUefvalve drain to out!lide R-IO ad under water heater when r uired Grn.se tn lItinter ton: wllt"te "ired uired uired COMMENTS: (JLUMBING GROUNDWORKAPPROYED:__________PLUMDlNG ROUGH-IN APPROVED SOEETROCK COMMeNTS: SIIEETROCKAPPROVED: FINAL uired COMMENTS: ~-I--~ L-7;f/f~ , w M ., i!1.......~' \ ~ -.- 'C) V VV\JJ flNM, API'ROVF.n! \ . ------------------ CITY OF BREMERTON - BUILDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98337 INSPECTION REPORT PERMIT NO. <pt - 01'""3 '- I have this day inspected this structure a,nd these premises and have found the following violations of City, County and/or State laws governin~ same: /!r/rovei ~ ~ 5 <r I / t:C'r e-- yet v7ye..-J.. &J-r.. s'; k ~ 1;1? 5 /.e...e--n ~ 4 r .... // I h..;; ?~.t., ~ ~d hv (4ILt. v~ k cl You are hereby notified that no more work shall be covered upon these premises until the above violations are corrected. When corrections have been maW; for re-inspection. Do Not Remove This Tag DATE 7 I ~ ~ INSPECTOR FOR BUILDING DEPT. Bremerton Elementary School #7 Code Analysis area 1. first floor area 2 first flOCi ft&.c~~ ~(\~ area 1 second floor Applicable Code: Occupancy Group: Construction Type: Basic Allowable Area: Added Stories Increase: 3 Side Separation: Fire Sprinkler Increase: Total Allowable Area: Actual Building Area: TSANG _second floor_ _ U.B.C. 1988 Edition E-1 (Classrooms). A-2.1 (Gym) B-2 (Offices): Accessory Use UBC 503.2.B V-1 Hour with fire sprinkler substitution for 1-hour construction therefore V-No E-1 = 15,700 Sq. Ft. A2.1 = 10,500 Sq. Ft. E-1 = 100% E-1 = 100% A2.1 = 100% 0%: Exception Used for 1-hour construction. E-1 = 62,800 Sq. Ft. (31,400 per floor) A2.1 = 21,000 Sq. Ft. Area 1 First Floor = 26,219 < 31,400 Okay Area 1 Second Floor = 14,445 < 31,400 Okay Area 2 = 7,336 < 10,500 Okay Area Ratio = 1,336/31,400 + 5,950/10,500 = .04 + .57 = .61 < 1 Okay Bremerton Elementary School #7 Code Analysis Occupant Loads: Area 1 - First Floor 1 st Grade: 2,723/20 = 136 Occupants 2nd Grade: 2,723/20 = 136 Occupants Library: 3,314/50 = 67 Occupants (2 Exits Required) Administration: 2,112/100 = 21 Occupants Kindergarten 2,815/20 = 141 Occupants (2 Exits Required) Kitchen 462/200 = 3 Occupants Janitor: 88/100 = 1 Occupant Mechanical: 268/300 = 1 Occupant TOTAL 506 Occupants Area 1, 2nd Floor 3rd Grade 2,723/20 = 136 Occupants 4th Grade 2,723/20 = 136 Occupants 5th Grade 2,723/20 = 136 Occupants Extra Classroom 895/20 = 45 Occupants Janitor 80/100 = 1 Occupant Electrical 30/300 = 1 Occupant TOTAL 455 Occupants Area 2 Gym: 5,950/15 = 397 Occupants (2 Exits Required) Music: 1,386/20 = 70 Occupants (2 Exits Required) TOTAL 467 Occupants TOTAL BUILDING OCCUPANTS: 1,428 Occupants TSANG . '"~ -.,,--_..._~--~_.,.--,,_.,..--.-.-..,-~- - --,.__._-----_..~.-.,_..-.....-_._._._-~--- . -- -. - - Bremerton Elementary School #7 Code Analysis Exit Requirements: Area Exits Required Exits Provided Area 1 1 st Floor Area 2 2nd Floor Area 2 Total Exits Required Required Exit Width: 3 2 2 4 7 2 2 8 1,428/50 = 29 Feet Dead End Corridor Limit: 20 Feet Corridor Width: 72" Minimum Corridor Construction: 1 Hour With 20 Minute Doors Stairway Width: Stairway Landing: Stairway to Roof: 60" Minimum With Handrails Each Side . 60" Minimum Not Required. TSANG Bremerton Elementary School #7 Code Analysis Fixture Count: Total Students: 550 Target 700 Maximum Staff 40 Visitors 35 STAFF 20 MEN 20 WOMEN 2 Toilets 2 Toilets 1 Urinal 1 Lav 1 Lav Students 350 Boys 350 Girls 8 Toilets 14 Toilets 9 Urinals 1 0 Lavs 10 Lavs Visitor 18 Men 18 Women 1 Toilet 1 Toilet 1 Urinal 1 Lavatory 1 Lavatory l) TSANG ..' , CERTIFICATE Of OCCUPANCY CITY OF BREMERTON BUILDING DEPARTMENT. ()7'./ u j KITSAP LAKE ELEMEN.TARY SCHOOL :;""f~ c-6.(i/'iud6 .~~ (0 ~ at 1111 Carr Blvd. $1UH1'~"~ O)f~un,p(€Y"" C6iU~ dud dUJ li-tkH'4U", ,,,,u"y ~ Q<<.4tfU<<1 wit/" dUJ l"wnu,U:~,mli- ~f! (/1-6 $uikli,,? ~6 0-/ 111-6 ~atY oj' $U!/"uy~,,, ~ I~"" Ino-tUded. TYPE, TYPE OCCUPANCY CONSTRUCTION OCCUPANCY LOAD COMMON USE V.,.IHr. .El 1428 School r!lJat~J.' . ~4 0. ~- Fo'L elJ"i~'i"p (/)//WW David A. Nelson This certificate must be posted and permanently maintained In a conspicuous place. 12587 Augul'.lt 21, 1992 . Permit No, ......~ Cityof BremertoIt BUlLDING: ffl-52S1 DEP.-\RT~lE~T OF CONSTRUCTION .-L'lD L.-\..'\-n USE. PU-.'lNING: .f7'8-5!7: Traffic Building Department REQUEST FOR OCCUPANCY APPROVAL -tri'gineering ~~at'er/'!,;astewater ~ . --1i're ~ Ii ~ ""Pfanning ~ ~altn Dept. 'J--- TO: ~lding ~ Business License Please review this request for approval to occupy return to this department by May 29. 1992 Permit Technician: Janet Lunceford the following Thank you. 5/14/92 Date: structure and * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ~ Name of Building Name of Tenant (if appllcable) Q<.mer of Building ( Bremerton Elementary School #7 same Bremerton School District #100-C Nature cif Construction New school building (if applicable) Address 1111 Carr Blvd. Contractor Rushforth Canst. Permi t IJ 12587 Permit Date 9/30/91 Type of Construction V-1Hr. Square feet M~OOO Use School Type of Occupancy k1 Occupant toad 1428 * * * * * * * * * * * * * * ~ -' * . * * * * * * * . * * . * * * * . * * * * * * * * * * , Comments: Approved L:7 /Disapproved l:7 3y: Date: 811 P.4.CTFlC ..l.,vc:-lt.:c: . 9R..::~ERTON. WASHINGTON 98)10 Cityof BremertoIt 9J~ d-5)-- BUlLD1:-lG: .fN..12S1 DEP..\.RT~{E~T OF CONSTRUCTION .-\... 'J D L..\... '\ nus E. r!..ANN L"J G: .(']'8.5 Z7: Building Department REQUEST FOR OCCUPANCY APPROVAL TO: Building Business License Engineering tOire Wat~r/Vaste~ater Planning . Traffic lfealcl\ Dept. Please revic~ chis requ~st for approval co occupy return to this deparcm~nc by l'by 29. 1992 Permit Tcchnici~n: Janet Lunceford che follo\ling Thank you. 5/1LI/92 Dace: structure and * * * * * * · · · * · * · * * · · · * * * * * . . * . * . . * * . * . . * * * . * * * A ~ame of Building ~a.me of Tenant (if applicable) ~er or Building Bremcrton Elementary School 117 same Hremerton School District U100-C ~acure of Con:itruction !'l'JW Hc.hool hlt:Lldlnr~ (if applic.J.ble) i Address 1111 Carr Blvd. Contractor Rushforth Canst. P e t"tl1.i c (J 1251.H Per:nit Date 9/30/91 1'yp e of Cons c ruc t ion V-Ulr. Square feet I, Rono Use School Type of Occupancy Occupant Load * * * * * * - . * .1i=1 1428 _~ * . * * . * * . . . * * * . * * * . . * * * * * . . * * * * . * * . ) Comments: Approved 2/1 IOisapproved CJ 3Y:~ Date: ~, S '&f2-. 311 P.~IFIC ...,yen:c: . 9R.E~ERTON. WASH1NGTON 98JIO "\ .. 8UlLDING: .(7:i'.nlll TO: Building Business License Tr;l ff 1~ Cityof BremertoIt DEP..U{T~IE~T OF CONSTRUO'ION .-L\TD L..L\1) USE Building Department REQUEST FOR OCCUPANCY APPROVAL ~ PLANNING: .m.5:!7: ~C!; " l ." l11,4y 1 . 1;" CITy OF B: .. <1 7992 WCI11('/r fUN f/v GIN C:t:frj Wat~~/~astewater Engineering Fire Planning H"C;.llc:n. Dupe, Please review chis requ~sc for approval to return Co chis department by May 29, 1992 Permit Technici~n: occupy"ehd following structure and Thank you. 5/14/92 Date: Janet Lunceford * . * * * * * * . * * * . *. . * . * * * * * . * * * . . * * * * * * * . * * * * * . . ~.lme of Bu lld in~ ~a.me of Ten.lnt (if applica.ble) ~cr or Building Hrculerton Elementary School 1/7 same BrclIlerton School D:lstd.ct III00-C ~aturo of Consc:::uction N,'w HC'.hooT butld:l.ng (if applic.3.bh) Address Concractor P e r:n.i t tJ Per:nit Date Type of Construction Square feet Use 1111 Carr Blvd. Rushfortll ConBt. I:LSH7 9/]0/91 V -111 r . ..... o '~'..... .I, V t~ r; !~7 r", 'v . \.) LSIlI JUt ."" . . U ;,; 199;> ,. h1fi;,r) If- BUn f"llnl"t.J'I,JiTnliJ . "u lJi:-"p..' ... '- '/J}?TMF/117 . M~ O()O School type of Occupancy 1-;-1 Occupant LO.1d IIILH _" · ~ · · * . . . * . . * k * . . . * . . . . . . . . . . . . . . * . * . . * . . . . * ) Commencs: TH~ COORL>Ov'FJ/iON d~'-uJ~G"tJ c...111-' AND .5GHOOl.- CUUcGl:!7/'It.G p,e;,Je.s7R//l1l/ "Jcc-6"GS /..sl'1r~ LV/lLk/N(, .kt:>L.lTtS) //1/ 5rn-LL-/J1./t, .5/&/\/.> t.: ) HI1-5 AHJr OC-(/;.C~Ep Approved CJ /Disapproved lZ1. 3y: /~./f;J ~I ~ SF!> Date: ~/3 o/Cj~ 817 P.o..CIFlC ..wE~t:C: . 9~~ER1ON. WASHINGTON 9nlO ~ CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION ----------- DATE: 7-16- , 199 1 TO BE COMPLETED BY 7-22- , 199 1 " 8remerton School Dist. OWNER owner CONTRACTOR 1111 Carr 81 vd. LOCATION OF JOB new grade school FOR ENGINEERING.COMMENTS/REVIEWED BY ~ (j) /VCZP at.clt/ -Cr-~4'y jOEnrr ~ r 1'J ~/(....:.. ~,J pu~u C ~ { (17'/ -c; r- //V4y .-C) /oJ P ~Ci v /71- D Jv-7~~/ v " e77~ .PnC/'7" . C-,4/- c-,-L tferc,zC;; \/'-' c- C ~ G / (/ tS ?J/'-"/71- 011./ ,J'P/Zrj ...J'YJ~ LV tV 6::T:? /D /i (/7fl1~e:7 /J? P IZI/(Q);/ /fL HEERY c/oBremerton School District lOO-C 300N<u1hMontgomery '/ - Bre.rt-oDt WA 98312 (206) 478~5()74 FAX (206) 478-5068 FACSIMILE TRANSMITTAL Date: ". '1 =-- 0, ~ Time;. , I : () 0 To: ~ t'e~e,,--h:,~ ~""'\.loA'to-\~ D<!p~t/-f'~i, Attention: r~~+ Fax 11 umber; '1 ?f?.. S"%."S> Telephone No. 1,(71' ~ ~~7S- From:..-H(t~_'L':q-__t'!!!..L_--+_ Afc.~Ue('"" f~et v~ '1?:N .. S() 7"1 Document(s) Transmitted: . ~ ~ .$.... If"" t V\ J f~t; I;~ ~p~+ , ~ r ~: ~; Number of pages:--1 , ... thie covet sheet No~: If all pagE'S are not received, please contact us ASAP. " r: i. [ 1" A1J Requested I I'J For Your Use [1 For Approval - [/f "'or Your Rt:view aud Comments Original document will follow in the mail [ J Yea [x:(" No Instructions or conunents.J!J~ 'ole. t/" ~~C '" -.,/. ~( Co.. t l ~ ~ +-b ~ '.,..,... >'Y\ ~ .j. S . ~ ~ ~?: t.J ,;. .'(: :-i-'."J f-' ,,-,,,".0,-":;;'" ~ -, l \ i~_~- {/~ ITeaTiii Food Service Est.........., Inspection ........ ~~.~;~E(frK'fl1'i)rl1 ~\\I1"UUL~.L;IVL -~'Lmf.iiblj ,1%!5L ' f'lJIPOS( ~'F ,NSf'fCTIQN , ' - .. ... . '.. .. C",J.,.h^' ! ~ 1 ;1<)'.;' r(l C ~~~~.~~.oper)'r~g . ~ J C~fJj,Sir')f. ." [: C1AC~P.."i .i:'ne~s.!Il\f~S.j9.a.ti(;:'..,.:.: ~tl~p.~~r.~f:.._... bf.~~~~~. t f')TjMf i I.Wf'O!NIS j'OTAd'O'NlS i NO flfP[...Tf'H)I~!.~'\' jNb.l1fPfATBtUElTl . 1 .---- ,..,-_~ 1 _..," .' . ___. . ~. ,. ~ ~- t, 'T- r :1 . ",' __,,_",,-~ '""'" -~_-;.'t,'~ ~:<&-, , ',\.fli} I" --.....--- -- 'Oll r'ff,CE us~ ONi '( "'-----.----.--"..'---..---r t..,.". ;t~/t" . :.11"1:1:.", :f(,""'$ r(-'late 10 m.ainlenanceof food serv:.." c'pOrallOns. Clfld clean!;' less Violahons o!.lh'ase iiBrl1SshoUld be eoit$C. ,fed by the ~IOXI rElglli::;r insp-x IJon or r, I', ;, .:';(,";:""<0 "'.hodula n~y be eslabllshf;)j ~;i {f'(; health a"p'iVniy f' ~r'" . . 1 __'._u. "--""'-' '..- .- .-- '_.'___... .h.. '--._-....u._..._ ...... _"_"'''_'___'_ ........ ..., .._......';.: ~'l " C"-1<:~ : DESCRlPT'ON OC; VIOLATIONS i ~;AIAR;) POINTS' iJ ' > 1Jjf!JJ1/~)f!i;}~~'~lfA~i1r:~~(~~~I( "'~',~ ' '; ~ f..;gtEt;:/![,,4~~.'~lL.I-u:'iLL'L~F't~1L~r/ ., .l i ~ iMlfifiAl)f] slid WUJ;,t, itfll1J:.-<<1.f. t tDJ yilf:5JiVJJt~M ill" Mll1id" , '/ r.7J.uJh.JJJi. tJ.JUt1.!.l ;:.tfJ iP.t L5.vJiI,"l'iilEt!ii/}j/ftJ,vUJ _ _, , " d}bllk1..;JtU b){U~, f(J, r'J!{jtr atf. !!..'{Jl1 w(Jfiji!ilfji, _. ,j {J} :' .---/Rf~_:~ ':,~~;~ '~iif:bJfJ!i1f{jfipt:/~u~J Cwo', . ~lJJt~U)l1f-Jlui.lt!ll<l,2l(/;(jJLt)IIMli48'__ j-_ .._~ --' t.-! -.. j--:- ---. -.-----... ---- ',.-- ----...., .---..---.'----...---..-.....-.f-....-------:-r -'" . , . ..~ --'.. . ... - - -- --.....---. ..--.-- I ........... - - - ;,- - -"., ~"" .,-~:' _:-~:~^ A . ENGINEERING DIVISION . \ " \ -, Gateway to the Olympics and Home of the Puget Sound Naval Shipyard \\ '\ FAXED TO 478-5068 \ J MEMORANDUM To: Alec Wei~UbjHeery Program Management, Inc. Dan EissesjActing Asst. city Engineer From: Subj: Pedestrian Access - Brentwood School site Date: August 4, 1992 ----------------------------- --------------------------------- My comment on the building occupancy permit concerning pedestrian safety not being coordinated between the City and the school came from, the attached letter from the off-site walking committee's recommendations to Council. The specific requirements that I am concerned with from the School District are III G, III H and IV. If you have any questions, please contact me at 478-5272. DE/po 92214 Attachment u; !)~/~ 286 4TH STREET . BREMERTON, WA 983] 0 . (206) 478-5270 A" Eilwll Opportw"ity Emp/n1p ,. .... -". DEPARTMENT OF COMMUNITY DEVELOPMENT M E M 0 RAN DUM DATE: April 24, 1991 TO: City Council FROM: Brentwood Circle School Off-sit~ Improvements Task Force Donald Pratt, Director of Community Development G"J=!ave Bake9 Ci ty Engineer Fiela ~yan, School District Marvin Randolph, Kitsap Lake Neighbprhood SUBJECT: Outline of Off~site Street Improvements Report + ++ + ++ + As requested by the City Council, this committee has reviewed the off-site walking and transportation issues associated with the Brentwood Circle site. We offer the following findings: I. There is no problem associated with the Brentwood Circle site that doesn't occur at other Bremerton School District sites in similar circumstances. The off-site walking situation at Brentwood Circle lies within the fairly loose standards established by the Superintendent of Public In8truction nnd nro not significnntly different from the circumstances at Crown Hill School and West Hills. . , II. The standard of off-site road improvements around schools in the City of Bremerton are below the standard which both the City and the School Districts desires and warrant efforts for discussion and improvement in the future. III. The current city budget can "make the following improvements: A. Improve shoulder walking area along Harlow at Francis. B. Provide a walking pftth entry way onto the school property at the northeast corner of the site at Carr. This will alleviate the need for sidewalk development on the shoulder of Carr across the street from the cemetery where no pedestrian traffic is expected to be generated. " C. Provide increasud pedestrian intersection of Ki tsap and Lyle where a privately developed fence closer to the lane of travel. protection at the - southwest corner - forces pedestrians in D. Ins tall propur Bchool signage along the roadway and r~queBt increaBud tra.ttic untorcurnunt in th~ arua. E. Scrape the sides of the roads on Harlow, Lyle, and Carr in order to remove vegetation which inhibits pedestrian walking on the shoulder. Apply gravel on the freshly scraped areas to limit vegetation regrowth and to maintain level walking area. F. Identify mailboxes, rockeries, and other private improvements which have been made on the right-of-way and which force pedestrians off the shoulder and into the lane of travel. G. Thu City and School will invuutigatu thu inBtallution of yellow warning lights at variouB areas around the school site. 4f' H. Walking paths on-site and in the City right-of-way will be coordinated. City cross-walk policy allows the use of craBs-walk markings at Bchool crossings as designatud by the Bchool principul cUi II Belt a walking rou tUB. II JJ/ . JFI.- . The school principal and the City's traffic safety officer will conduct the standard public safety review and information program at the school. 91pl14 BU1LDI~G: .f7'j.j2S1 to: Building Business License Traffic Cityof BremertoIt DEP,'\RT:'-lE~T OF CONSTRUCTION .-\....'1D LA..'-41) USE PLANNING: .()'8.j:!7: Building Deparc~enc REQUEST FOR OCCUPANCY APPROVAL Engineering rOi r e H"ealr::!l. Depe. War::cr/Vasr::ewar::er Planning Please review this requese for approval to occupy r~r::urn co chis deparr::tn~nc by May 29, 1992 Permit Technician: Janet Lunceford the following Thank you. 5/14/92 Date: structure and * · * · * · · · · · · * · * · · · . . . . . . . . * . . * * . * * * * * * . * * * * * A ~ame 0 f Bu lld ing ~ame of Tenanc (if applicable) ~er or Building Brelll(~rt()n Elomcntury SdlOOl 117 same llrcmcrton School District III00-C ~acure of Construction Ne\"r school bu:lld:lng (if applicable) Address Concractor Permit () Per:nit Dace Type of Construction Square feee Use Type of Occupancy 1111 Carr Blvd. Rushforth Canst. IL5!.H 9/JO/91 V-IUr. 1.-..1 {' f L-) JUlt ( 7992 ER[M"RT RIll' ""^'G ~ O/V -~I/V DtPARTMENl I,B()()O School J~-l Occupant Load l/lL8 * ~ * ~ * * - . * * . . * . . . . . . Co l1lIlle n cs: - - . . . - . . * . . * . - * * * * - . * * * * ) 3RrW 4-~- Approved Pit; /Disapproved 0 Date: Sl7 P...clF1C .'1YE~t.:C: . 9R..::~ERTON. WA5H1NcroN 98)10 UUlLDI:-IG: -47:i..n1l1 TO: Building Business License Tr;lff1c. Cityof Brcmcrtort DEP..U~T:'-[E;.'\1T OF CONSTRUCrrON .-\...'1D L.-\...'\TI USE I'LANNING: .rn.5:!7: Building Depart~~nc REQUEST FOR OCCUPANCY APPROVAL Engineering Fire lf~alch Depe. Wacer/Vastewacer Planning Please review chis request for approval to occupy return to this deparcmenc by May 29, 1992 Permit Technician: Janet Luncel'ord Chd following Thank you. 5/111/92 Dace: structure and * * * ~ * ~ . * * * * * * * * . * . * * * * ~ * * * * * * * * * * * * * * * * * * * * ~ ~ame of Building ~ame of Tenanc (if appl icable) ~er or Building IIrcmcrton Elementary School 117 same Bremerton School Dls tric till OO-C ~acuro of C.:lI1:>t::uction N,'w I'Ol.'ltnnl bld'ldll!!; (if applicablt:.) Address Contractor Permit Q Per:nit Date Type of Conscrucc10n Square feet: Use 1111 Carr Blvd. I{ushfo'r.th Cons t. 12587 9/30/91 V-lHr. MW () () School Type of Occupancy 1':-] Occupant: Load 1428 * ~ . k k . . . * * * * k * . . . . . Comments: * * k * ~ * . . . . ~ . * * . . * . . * . * * * ) Approved 'fi!!j IDisapproved CJ 3Y:~~ Date: 710- 9-z..-.- 817 P.~IFlC ....VC:-lL:'C . 9RE~ERTON. WA.5rfINGTON 9SJ10 BUlLDI~G: -fni.j281 TO: Building Business License Tr~ffic. Cityof BrcmertOIt DEP..U~T~lE~T OF CONSTRUCTION .-\...'1D L.-\..'-4'D USE I'LANNL"IG: ~~.jZ7: Building Deparcmenc _REC1UF.ST FOR OCCUPANCY APPROVA.L CITY OF BREMERTON MAY 1 51992 MUi\/ivWfil U I ill liES Wat~r/~astewater Planning Engineering }'i r e l-fealcf\. Dupt. Please review chis request for approval co occupy return co chis dcparcmcnc by M:ty 29, I ()92 Permit Technici~n: Junet LunceJ'()'nl thCl following Thank you. 5/ 1/. / l)'2 Date: struccure and * * * * * * * * * * * * * * * . * * * * * * * * * * * * * * * * * * * * * * * * * * * . ~ame 0 f Bu lld 1n~ ~ame of Tena.nc: (if applicable) ~cr or Building Bremerton Elementary School 117 same Ilremcrton School District IIIOO-C ~3 c:u ru of C':>I1:i t ::-uc t ion Nc'w s(:hool bu:lld:l.ng (if app licable) Address Conc:ractor P e r.n..i t (J PCI:'"'J1it Date Type of Construction Square feet U:ie 1111 Carr Blvd. I{ushforth Const. 12587 9/30/91 V-llll:. JUN () 1 1992 'c, "\nrl\l'1 M~()()n School Type of Occupancy 1;:_) Occupant Load 1428 * ~ * * * - - * * * * * * . I( * . * * * * I( . * .. . ~ . * * . . . . . . . . * * * * ) Commen c:s: -Sa""II"1'Aer ,<:;E.A.tJlAe- HAS P;,~ M5I'€..c.-r€t:? AlO 1-5 Aa:..eP114f3lAf!: l.<.JA-rU IS fHl!-/e ~c:.?O)J<;'~I/.;) fT 1711'S, 'Pt;v8U 0-It:<.L OE."-&:.Tae Vf4t..\M: Approved tt:J /Disapproved 0 3Y:~oA..LJe-L ;:;~~ 0""--IJ-O- 7.;1 ~~ C2.-- D ate: 'Y- 2!.8-~e. 817 P....cIFlC ....VE:'-IL:'C: . 3R..S.\1ERTON. WASHIl'IGroN 9tIJIO SITE ADDRESS:. ./ [ I f ~ ~. oJv,~. ~ .. " OWNER: NUMBEROF PLAN SETS FEE~ PAID: ROUTING: . BUILDING ~ PLANNING B ENGINEERING c:r WATER B' ,=IRE IT" TRAFFIC cr: . HEALTH DEPT. 0 DATE COM MENTS '1 /{~ ICh 11 (p( FILE COMMENTS -, \, ~ APP. NO. q I A-P 03tal.o5 PERMIT NO. VALUATION: 14-, ~6D1 066 PLAN CK. BLDG. SRCHG. PLBG. MECH. OTHER DATE DATE . APP. WI NOT SET # SENT RETURNED APP. COMMENTS APP. REVIEWER ./ pj;:ft. ..fJ ~ ~) '---'" ~ - - .--P/l~ r; II ~ {q I r;('Cf/ql , I 1Lui1J 1 ( c2R (t1 ( ~'tllql9J --L- ~{/~1Cf1 J .J J J B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T ------------------------------------------------------._-----~-------- --~-------------------------~--------------------------------.-------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City -- Phone Tenant's Name Agent v s Name Architect's Nam [X] Building [X).Mechanic [X] Plumbin .---------~ft Bui 1 ding J;fo {;~; l,~:? Contract;~r street~jj I :;:-1 c~ ty l~i Phone t~ k14 Repres~n t t f;;;' Sae~ra Ci ty L:il~ense ~t~ 1po&, Nature of Construe Building Valuation Council District Construction Type 07/ 0 8/1 9 91 09/30/1991 SEE ATTACHED 1111 CARR BLVD. BREMERTON SCHOOL 1111 CARR BREMER (2 Application Number 91AP03665 Permit Number 12587 Project Group First lOO-C MI Zip 98310 ne(206) h" (206)478-5074 Paving Underground lition c<" ,~ r~~~f~~~~r=:;~<~'" : %~"'~'~;};~:;~~:~ RUSHFORTH C~~S~iQC~lUN 1308 ALEXANDER ~~ENUE E ;\ TACOMA t<l ,{ ~ (206) 922-1884!. 1state \ KIM NAKAMURA ["~'I \ RUSHFC*i:P5Rl I IExp ".. r(>::;":;~~~\;', l, .~.x '}4-, "<< '\ 1~:~~0. h;~.SChool b:~idi~~~ for ~%>~-~ \:)' "~---.__.~. 1 II STE A ,. ..~ n WA Zip 98142 " Datel06 DatJ if 9 % i" If':!"' gradE!!s ;;F,,;l~ '.." . "..v 9 . ~ \ Census Tract Sq Feet 48000 Inspections Required Residence [ ] Zoning Foundation [X] Business [] Type Framing [Xl other [X] Insulatio~ [X] New (X] Plumbing [X] Repair [] status Mechanical [Xl Remodel [] Code Wallboard (X] Addition [] 19 Final [X] ::::: :::~:: ~~~~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ :::::::: ~:: ~ ~ di ~ ~ ~~ ~ 1 ~ ~i 9 ~ ~~ . ""~ ~ , ~ /,"" \ ", B REM E R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L PER M I T A P P L I CAT ION .---~---------------------------,---~-------------------~-------------- -----,----------~--------------------~--------~---~------------------- , , Application Number 91AP03665 Contractor street City Phone Representative state License # City License :fI: CORNELL PLUMBING AND HEATING 3210 S TACOMA WAY TACOMA (206) DU 98409 10/31/1991 ~ro)~:;;;:,,~:%;r;$O'&""'~,"~.~<* a"9,e?fi'r~~ e r t s ac,li'!'$ Burnefs He'1tt'ers BOJL 1 ers G~s Outlets iF ejoolers ^ir Conditi JHeat Pumps IRe-Heat Boxes 6 bUr Handling 3 Fans 1 kange 1 ~ryers %. Ixlf Al f'~rations anJ.t ri ration r I'fems <~\~3'~*""li'~~'Ot.>>:r~_~~o..~o"-'l:i~m-'<;;$o"'A!-~_';'<f-,;:'%P~;>i . ""('1.' .,,,:.;,, -------------- ------------- '-",: .-...,. ,.,ff?'- B REM E R TON EU I L DIN G DE PAR T MEN T P L U M BIN G PER M I TAP P LIe A T ION -------------~-------------------~-------------------------------~~-- --------------------------------.---------~-------~---------------~--- Application Number 91AP03665 Work will be completed by owner. 31 = = = =': = = = = ::: = :: == = = = = = = = 5 her~~: Tra )~a: ers r r,H"eaters Urinp1s Dri.!lking D ,9. 4CJ.ns 5:f op , 5i nks ~ater Pipin trnterceptor 1 iVacuum Breaker rlLawh Sprinkler ~Fi r:e 5prinkl er \f'rivate 0015 Semi-pri e Pt-tb1ic p G~.oundwo '\ Sumps . 1 te,t;..ations . .dnef.."Machines .' ate'''KotTubs r i vaE.e....aQ~=ty~ t Tubs ------------------- ------------------- B REM E R TON B U I L D I N.G D E PA R T MEN T CON D I T. ION S o F PER M I T ~======'=~==============='========~==================================== Application Number 91AP03665 Permit Number 12587 --------~-----------------------~---------------------------------~-- Fire line a Show grease Building-~2nd fl~or cannot be ndergarten, Water--A meter is The cont of cost payment by owner. 10~?,~ I . ~~'4r; Off site sanitary sew(!i~t:,(~esJ. J.9~;;;;i{'0 ~~<:.:;,1~~:-~:5.~h.~, ' ^1'~O)b;:;r(;:~~i;;~>~ 0 completed by the owner to m~i~:;'Y~::t;:Y=::s::~Hfi.i'&~:r~ds. Atmospheric vacuum breakers to be installed on all faucets, hose bibs, and flushometers. All plumbingm, inside and out, shall Conform to City of Bremerton and Washington state cross connection $ontrol standards~ l CON D I T ION S '" r\ OFJPERMIT i I . =====~=================================,~~===============:=~========== I ; ,.,/. J Applicatio~_Number 9~P03665 Permit Number 1'687 ,/ ~- / j" Development is subject to AWWA ~ulations, APWA specifications, DOE regula~}~~, DOH regulations, Bremerton Municipal Code: andards. Need to Engineering--Need - W5lX,\p e:rrgi-t \CY< ! :: < . ) i l \ \ \__~.,_/ .,-1 '._. public right-of Fisheries <~~":~~.',.,..;-"'. ^""~'::;';~'-C;:;:::::~~. ".. 'o~ ( ," ~ \ ,;: .<"' ':'-;~~~'~''::-v''\~~7~' -'-of '. t ~.;:: ,,~, \\ \'..., ) j //,., ~0" ap'p,ro;y:al ..Petter from Departmen,t (. '-._~ //,.",-,..~.,. ;.\ / (~ for'ewe c.an give fi~alFap'Proval of L~~---~'; I \ ,'\) ; ) ',' ! \ i / ,y '\) V' , I. /1 = =11= =.: =-== = === = E a Jf ! t I I t ,\ ~ 4 \ /,/ \~ j/ \ f ~ J \, N , / , / '\>,., /' '~~ /p; "~~~~"" ,'" ~ "~""~"""",==,,,,,,,,,,~~''''NP5'''''7'://' sewer. -------- -------,- ------- ------- Re: ~ to tlu OI~pia fInIl HarM of thl Pugft SoJDUI NIIOGl Shippnl .,: '-~';:' -~-~\< , '~;~c~.~ :~.. . ~i ~~~!~~;. ..t~:_ . ~<' " '", '." . June 3, 1991 . '/." .". . . . Ms. Carol Majeski . David Evans & Associates, Inc. suite 105 ' ~ 3000 N.W. Bucklin Hill Road Silverdale, WA 98383-3070 :'js:.-:~:~; '. . ';Mt . :;:.:.;";;:-" ~ ".i..;"#,". ~~~:::'.!'" ,- Dear Ms. .Mojeski: . .', "., , ..' :~'~S~~:{c;:."" Engineering has completed their review of the detention 'pond design and offsi te drainage plan for the' above refe~enced;cproject.:-,our comments follow: . t - ' . . ....:', 'F"\Ll~5~Lrt/.;.." .:t ,'. 1) The overflow' in the 'control basin must have'.:a :~qooseneck or oversized cap to provide oil separation. . ~. f(~t;~..", r . t ," ._:~'~~~r;J;-.-:-" ....' .:0. 2) The orifice sizing did not include any offsite 'flow. 'How Jil.l 12" culvert draining onto,the site be handled? ~. 1 ~ -.. . t. ~~ ~; 3) We require a letter of approval of the proposed design from 'the Department of Fisheries-before we give our final approval. . P', .'!..... ",'-: Bremerton Elementary School No.7 area size is greater will have the plan enlarged than to be 4) 'If the final impervious submi tted , the detention pond appropriately. 5) Prior to final approval an executed easement must be. subini tted. If you have any questions, please contact me at 478-5272. Sinc~ tAN STEMKOSKI, P.E. Assistant City Engineer 910951 2864TH ~TREET . BR8v1ERTON, WA 98310. (206) 478.5270 1\. Ufwal o"".,.,~""l' Empw,a ~ \:~- i .... I i ! I I I ( I i I i i ! i i I '~ CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION' DATE: 6-4- , 1991 TO BE COMPLETED BY 6-10- , 1991 8rem. School D;st. # looe OWNER Westmark Excavatinq CONTRACTOR 1111 Carr 81 vd. LOCATION OF JOB grad; ng permit -. \fu ~ ~j ":S [J ;j ~\ID JUN 1 2 1991 FOR [RGfI'~_\\10M BUllmMG DEPl\RTMEMl ENGINEERING COMMENTS/REVIEWED By~-F ., AL..c.. CC~.o1 71 c;~ J r;'^',o .---c.C/l ~~c.,A-/ VC/I./C J I /7"l/ - '-- ~ 77J {?7!7117 '"' '" ~~ ;--// -' / '/ /" '-11 - " . U J es IG\ /V/ .tt7~. I /-t L../;r Pc ~ ,qi:DO/l6~/~.o- ~11J110i//tL. ~~/A.>C. ;D/2 /c;/L P e/C./Y ,/ 7 7D ;!)L- ce. VcPT Cl-/k'? ~S /J' / L-- 2? (/<.-- €- ~ e~r c1T;f' Lc//c-l\ P/JPc-t/t!xJ ) /"E ./ .I /L.-/C'7. CuP-/' c~ .:>.-, .~.-:..> . " N B U I r D L.l " '; P E R M r T '';;':("' ... . >.' " ~ . . ."i _ { , ,. D ";:;' P A R 7J H ~, N '1' ~ @~~ ~,~; p ,;",; : 1 0 !.! ... ~ :~. i~ '.C , ~,,~ j:; .' ;;. . "----......... '.\ -: ~ ";~? ", .t . -i i/, ----,------------------ ----------_._---------- . ,'~...' ,-" ,~ ? . ; .\ ~ -~ ,-' " E: ;-)3 ., :'i- " ' '" .~, . ~\ H, ." '; ~ l'. : ~~. B REM E R TON B U I L DIN G D E PAR T MEN T G R A DIN G PER M I T A P P L I CAT ION --------------------------------------------------------------------- -----------------------"---------------------------------------------- Application Date 06/03/1991 Issue Date Assessor Acct # Site Location CARR/HARLOW Owner - Last Name BREMERTON SCHOOL - Street 200 S. MONTGOMERY _ ; ~ ~~ e ~~~~~.~;;~g~.~.::;;:::::.j::: -.....=::.::s:t:~..~~::::~.~ Zip 98 310 ATgenenant ~ s' SNNamame e/:~;;~~~'// /", '\P~qn e ( 20 6 ) ',' ,./'.\ /:.:J:",:~hone (206) Architect's Name.~/:;/ <!:>;.>;',\ i /1/:/ ,', "<'> [ ] Bui I ding /{)/ ..I:~:~:" G;t;~ding ~./..., ,. ._....[..J. Sign \~ " /' : >~ 'r>J Paving [ ] Mechanica~/ /fl"l:Move SufTding [J "Burning';.; \>. [.,:}, Underground [ ] PI umbing/;;>/ \t:;jI'/ko1;?jft'e Home [] La~a' :~l ~'a~.:' J\:l{emol i tion --- - - - -- - - / - ~~-..:-I:" - - - - - - - ~CC=~'.:\- - - - - - -- ~=,\-,._- - ", , /'- J' < \ r:~1 ) ,;", / '0~ ' \ ~-, Contracto~,;i WESTMARK EXCAVA..TING' \ \\ Street i.:f P.O. BOX 3 . ". . L" ': Ci ty /1 'SUMNER \ Phone /: ;1 (206) 863-6815 State WA Zip 98'B80f Repres~~taft:i'v~ ~ II ' State rJ.lcens:e\ # II WESTMEI141NA ?xpiration Date 08/ Ci ty L~'be4$e\:.f#' y/JExpi on Date ! \....'\. \~':-..'.~::-o,,~;(~::I) \\ ; r '.' '_",.'V t j Nature of\'woik:P,~, l ~ .-<. ,~, " Grading \~''frmi t \",,// '\ :\ z'-i)" ,//0" \'"), Application Number 91AP03484 Permit Number Project Group First DIST. #100 C MI \~ t ' Ii k,' j: .~., ,,"',' 'c-;:, \\. \~;;-,,~ J' \/ ;/J/ '" /",'/ ">" >., d{F' ~~ /J - - - ...:::+...;.;.,~- - - - - - - - - - ~~,:.:;;;:,>::::-~;~ - - - - _/~'- - - - - - - -- - -- '> "'C>>~_'''_~_.::_".,~''''''~.;:;::._;,:;.,-::h^.;/:<:~~~r> '> ~~~~~~ ~" r, [1 ,c:fl/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~'S~~.:'~_ _ _ _ _ lj'~J _ _ _ _ _ _~:::<;.~'_ _ - - - - - - - - - - - - - - - - - - ~ -\- ~-- - - - - ~- =- -2: -~ q -I'''''' c~_: r,: ,.-cr m - - - --- - - - - - - n_ - - -- c:.o -/D- ~~ -' " "..> PROJECT: BREMERTON ELEMENTARY SCHOOL NO.7 DATE: REVISED 3/26/91 SHEET 3 OF 5 ~3TORM _DRAIN - Pipe - 12" CMP - 15" CMP 270'+270'+210'+180'+210'+185'+175' = 1.500 LF 210 LF Backhoe w/Operator - Pipe = (1.710 LF/ 400 LF/Day) 8 Catch Basins = 11 EA X 2 HR/EA Total HR a'.~ . ,-- is (.:/ r?!/ _ ..J'<:, ,1.7 M/ly 3: " // is@] " . 1991 34 /!WlD/~~[M[RrON 22 HR D[PARrM, 56 HR 'ENT Catch Basins - Type 1 - Type 2 10 EA 1 EA Labor & Equipment - Hoepak w/Operator = 56 HR Laborers (3) = 168 HR Pipe Bedding = (1,710 LF X 2' X 2')/27 251 CY say 260 CY .---.----- PHASE I - f:ARTHWORK - Volumes - Detention Pond = 20.000 CF/ 27 = 741 CY say 1,000 CY Overburden = (500'X 400'X 1.0')/ 27 = 7.407 CY say 7,500 CY Ditching = [(650'X4'X4')+(550'X4'X4')]/ 27 = 711 CY say 750 CY Corrunon Excavation = '12,000 CY - 7.500 CY = 4,500 CY Emb. Under Bldg. & Pavt.= (500'X400'XO.5')/27 = 3.800 CY Common Embankment 9.200 CY -~3 r r ~ 5,400 CY TOTALS _ ~:av~tion 13,~50 C~~ m an ment 9, 00 ~ Note: Excess excavation to be stockpiled on the ballfield at the northeast corner of the site for use on PHASE II. ~@UbU. DAVID EVANS and ASSOCIATES,lnc. 3100 NW BUCKLIN ItlLL RD. SUITE 105 SILVERO^LE, W^ 96363 (20$ 698-1661 BREMERTON, B U I L DIN G D E PAR T MEN T G R A DIN G PER M I T A P P L I CAT ION --------------------------------------------------------------------- ------------------------------------------------------.---------------" Application Date 06/03/1991 Issue Date Assessor Acct # Site Location CARR/HARLOW Owner ~Last Name BREMERTON SCHOOL - Street 200 S. MONTGOMERY - Ci ty BREMERTON,.,>';ik,};"'~~;:,,~;.j;~3:,;::i':0':~i;~i^State WA Zip 98310 - Phone ( 2 0 6),f!r;f;i:\;;12.i;:i;::"~'" " ~';"''-';f}~;'i\;i:i;, Tenant's Name ,~;},,;::'\::"l, "Phone(206) ~~~~~ ~:c~~~e Name:'i,6;W-' <:1J:::> )ff;1;?!~[~th~4i~;:t20 6) [ ] Bui 1 ding/ifF rX;:l"o,':',?ding ,,,,,..,.-,,---,,,L,,J Sigrii<JM~'i:~';i1,';" ,Pi:JJ Paving [ ,] Mechanicalo/" ,;:~fr""'J~0i;Mo\'e Bui'fding [r"Bu~nin9,;:,;(:;~~i;:;t:<~\', ['D, Underground [ ] Plumbing.ril ;~(',i:)J~IMOl::?i:'f~ Home [] Lari:'Cl"",\Clea,~;:" l"::ipemolition ____ _ ______~~ ___'=ii~ _Z:________ __ ___ _ _ ~~'~, '. '\4\ . W /. it' . Contracto1;'? Street i~' Ci ty~sJ h q,t P one ~i 'id" R e pre s ~J1 t ~!:~'~lt~ State D'icens.e # ,Ci ty L:J~ert:~ ii" -~~~ ~~h; 1)-; 'lJi.'k". Na ture of j~,Y1or ,~, Grading p;~rmi t ~1;~", ~~~\ \~~, - --------- - -_::~,-- Application Number 91AP03484 Permit Number Project Group First DIST. #100 C MI Date 98/ Date j ';;,\\ ;.t ',1, :~' (';. WA Zip 9838 ;\~.' . ;j~' ;,\-(, ~u '\ I; "\ / i/ OJ~1 '\, '''',-" ~ t 1 \ .?,~fi "t'::~,~., ,. l\ .;> ~-", :">-/,, - - - - - _J~:::_.::~:,..=-~:~:..,:...~=,.~~- _ _ _ __ 'I:," ,-~/ I,".'; ,.'r;,j ';;~; Yards SEPA"/~l" '''''I.. ,. >" . ,!,;;:~;r ~ ~\ =;: = = = = ~= = = = ~~"~~""t"'".,_"'.,~,~""~'=!!g'~~ = = = = = = = = = = = = = = = = == = ~e> '0 ',>i :"j' ~;1;~; , ~,t' <~? ~,)';'>Y , -------------- " '; .0,;1/ /.~:::V; I;};' I. ~;,...' "'?f~/ ~ ' I , I r] 1 I /- / B REM E R TON B U I L DIN G D E PAR T MEN T G R A DIN G PER M I T A P P LIe A T ION ------------------~----------------------~--------------------------- -----~-----------------------------~--------------------------------~ Application Date Issue Date Assessor Acct #' Site Location Owner - Last Name - street - City . - Phone Tenant's Name Agent's Name Archi teet v s Nama):: [ ] Bui 1 di ng /;/);;/7 [ J Mechanica;~/ r/ [ ] PI umbing;:.~:' - - - - - -. - ~ - -;tz I;;;' fJ 06/03/1991 07/01/1991 Application Number 91AP03484 Permit Number 12090 Project Group Contracto{~; .' street N r,', City !~J Phone f:;~~;~,,;w, R e pre s ~in tla:~;~;v~ state ~~c,,~&e:, # City L1pe ~",._~ 'dt\ Nature of~;;Work: ~:~t Grading ~~rmit ';\ '~;i~^ 0:\ '<~:;;\ - - - - - ,... - - - - - - - - "';;~:~;i~ y a r;tf~?;,; SEPA ~~;;;?:: CARR/HARLOW BREMERTON SCHOOL First DIST. #100 C MI 200 S. MONTq.9!iHil:R::'i:;;::;~~/;;W"/ BREMER,;~(i)_;;;:;;"-'~"'," . '-'~m~st:ait~;,/r1A Zip 98310 ( 2 o/?:';)~;>;. '" . / ~(/l;~;;;:w~ ------~~---~------------ ~- -,... - -j-r -.. - - - - ~.- -.' - _.u - -- -" / /' '-..,.._~// .Ii . 1 '/ .u . f-K:~Jcpr'/\:~~~/t-,~" .J ~" ------~--~-~----------- -~-----~------------~-- ~...:' .. '..~ J". ':: :,.' ',- ,'-;~ ,::~ . B REM E R TON B U I L D.' I N G D E PAR' T MEN T CON D I T ION is o F PER M I T --------------------------------------------~--------------------~--- --------------------~-------------~-----~~._--~---------~---~--~------- Application Number 91AP03484 Permit Number 12090 ----------'---~------~--------.--~-----------------~------------------- prior t.o'Buildi in Engineering--All conditions June 3, 1991 letter ed may be is .., "" l fJ-1Sff REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner 1- 7~:t Con C'r~ t c.- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7~ tOYleV"O! tf:- 1308 Alexander Avenue E Tacoma, WA 98424 &,. .1/ '-''1 "'<Ii (''. .'" ,;J., '"'- <../ /~. /" ," ,j-' ..--.., a .~.., ./ .. r.n,. .,/ I ' ~~_ ../ ft..._ tJ ~. 8(7, . o~ (so, . ~ /\ '.?':,.." ,l~ , <./,1Ik. '--J; > . "\Y/ ~ {J, I/O t,f A IJI ~9~ ~~ City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford 4General Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 N. Montgomery DATE JOB NO. October 29, 1991 B-78l9 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP 30 "at 8: 00 AM Sunny "at PM PRESENT AT SITE TO Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 Bremerton School District C/O Heery Program Management Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Tim Rogers, arrived at the site at 8:00 a.m. for an inspection of the placement of concrete and resteel in the mus~c room slab and in the exterior stem walls on grid lines A-E. 1-5. The representative cast a set of three cylinders for each pour location. The technician observed that the WWFwaR pORitioned mannally in the slab as the concrete was placed. The concrete was not mech~nir~lly vihr~tpd in thp Rl~h ~nd was mechanically vibrated in the stem walls. The representative observed the PVC and alumninum conduit was embedded in the stem walls. The contractor informed the technician that the conduit placement was deemed acceptable by the structural engineer - Mr. Jim Collins of Chalker-Putnam & Collins. The rebar in the stem walls was checked and found to be consistent with the structural details. Set It1 - 5~ sack with 7/8" max. aggregate Slump: 3 3/4", Ticket II: K-15, Invoice II: 06713, Air temp: 300, Mix temp: 640 Set If 2 5 sack with 7/8" maximum aggregate Slump: 3", Air Content: 5~%, Truck II: K-15, Invoice II: 06752, Air temp: 380 Mix temp: 500 Field Technician: Tim Rogers COPIES TO SIGN:1EJi: RE~T ,. _ t... 11.1 _ _ _ _ _ ~ ) 4General Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 ' Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Bremerton. WA 98312 DATE JOB NO. October 28, 1991 B-78;19 PROJECT Elementary 117 LOCATION Bremerton, ~vashington CONTRACTOR OWNER Rushforth WEATHER TEMP. 40-45 "at AM Raining Oat PM PRESENT AT SITE Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 TO Bremerton School District C/O Heery Program Management 300 N. Montgomery THE FOllOWING WAS NOTED: General Testi~~ Laboratories representative, Penn Seely, arrived on-site at 8:30 a.m. to sample concrete )laced in the gymnasium floor slab. The plastic vapor barrior was observed to be in-place on top of a pea gravel base. Welded wire fabric was also in-place throughout the slab area. The concrete was placed bv pump truck. During the placement of the slab. a light ra~n began. The slab placement was stopped at sternwall. line H and the music room slab was not placed due to the rain. Th~ contractor decided to place some stem walls with the remaining trucks that had he en ordered. Throughout the placement the slump was monitored and at no timp did it exceed the 'i" maximum. Two samples were obtained for compressive strength testing. TRUCK NUMBER YARDS TIME MIX TEMP. SLUMP MIX ACCELERATOR K-8 27 9:05 690 4" 5.5 sk. Pozzutec-20 K-l 81 11:30 700 41,:" 5.5 sk. Pozzutec-20 When the gymnasium slab was placed and firm enough to support a finisher. the entire slab was squeegeed off to remove excess standing rainwater prior to power trowel operation. At this time, the pump truck was moved and the stem walls in portion 2 we,re placed. All con=...- e-rptp pl ae-pel in rhp srpm tJall S tJas vihrarpel 1 n rhp forms. Rpforp thp cone-rptp tJas pl ae-eel in the stem walls, the inspector observed that all reinforcement was in-place according to the specifications. ./ Field Technician: Penn Seely COPIES 10 FIELD REPORT FILE COMMENTS . r SITE ADDRESS: , ~ J~-t.A, APP.NO. CfLi-1PD3Lf-cf{- OWNER: .~~ --'). .~tJJ~PERMITNO. Lf/--Z9- fS07'-j NUMBER OF PLAN SETS 3 VALUATION: Pa....,j Vqj W~ i\ e.... FEES PAID: PLAN CK. BLDG. SHCHG. - \ --PLBG. MECH. OTHER DATE SENT BUILDING {PIa /11 &1; (j Jq I / ~~~ -L fc,/I.,).{ir fGY) v PLANNING ENGINEERING 8Y WATER D FIRE 0 TRAFFIC D . HEALTH DEPT. 0 ",--dt~ ~ /J' I~~ ~ <~I4rrr~ Q~ L-sj-t '0 I s~ as'" ~ "~ S Q -1 I ,- 0' - -r--" J dJ QO "Ll t? dH Q9'dJbl cd c;J Q9' be QQ I FOR M OF PHONE ( AREA CODE MESSAGE ---------- ;. ---,,"-...--- - ~- - ---- - . PHONED RETURNED YOUR CALL PLEASE CALL BACK WILL CALL AGAIN WAS IN WANTS TO SEE YOU A.M. P.M. --~---_._- B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 07/08/1991 Issue Date Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Owner - Last Name BREMERTON SCHOOL - Street 1111 CARR BLVD. - C; ty BREMERTON ....Vi,'c\ij:.\';:;;l:J.w-~..1~,L;;i~;i;li.,St te WA Z;p 98310 · ,.~:;J;~f.'l.~~t;.......l.- '...,~ .' ~.'.>;,_(i"":' 1, .. - Phone (206))..".47'8-5106 (. .,p. -""(:>;;;;'" Tenant's Name.,:,.'!'," '~'?}'~"t:~r i;":~:',J?:,i".. "'Ph,gne(206) - Agen t's N ame;,:flEERy.~7PROG~~t1,:;t~l'!9M~1\:,'j: phon~ ( 206) 478 - 5074 Archi tect I s Name.,;7TSANG:)?ARTN,ERSHIP ,,,/:' ::;//"'~;~s. [X] Bui 1 ding /J;~;i7[\::d\G,~~ding .c...~=~~w.L,-.J Sig'n~:;"i:?[ ',r'] Paving. [X] Mechani calrf' {("}::)1oVe)lUrfding [)''''Bur..ning<.;, [ \'} Underground [X] Plumbing\~,,/ ~{J;1J;?Mo9i:'le Home [] Lana'",S;leat,i., ]\~:pemolition , .. - ....."p;{ '\,~\" (y'. . - - - - - - - - - - -,- - " - - - - - - - - - ~'..-, - - - .q - - - -. -;7"- - - - ,.. - - - - - '; ,,':1 \" Building Contrac ri ' '. .... f \ ~ !~. .! .\ Work wi ll!\;; b?i;'COfflPl tfted ~;.; 'i , .,. I Na t ure of:; WOr}t:;,:!i 1 constr~fti''';'''''' Of\ new school '~;:i *. ~;.\ '\ 'i~~'>< \ ~,'i, '\ '\ '< Application Number 91AP03665 Permit Number Project Group First 100-C MI 1',;'( '~i'~_, \?f. ),', ; ~:",c', ,):; ti;;, \ '}}~;;;~"\};i' 1 ;-:', i:,"" ,rs ~ 1i~;~~'~:::!fi:~;J~^' ;.''''- 1 through 6 iii; ,'if ~ ,-;':", :'11 . ! :;:~?'i;(!\}J ,;' ./ L;~;;;;;~;;;l ' ;~ ~)< 1"-; '?i.^ .~~:.~) ''-'', , 1{ '\ \~-. '\-, .,,-- , J """"~-...$ 4 2 5 0 0 0 0 . 0 0,,;/"/ (~~~".,.. ,:",,~,J" - - - - - _.~,.::;;:.,.,:- ~ - -. -_ -: 7~,7'.;."'- - - - - - ~,.~ C'el1"su's~ T r act ,I ,,' .:' ,.}Y 'J.' ".\< ;'Ci~j _ '''.'^ ',{ -~,,' ";\,f. 'l"O> A~L'{~1~ q1 B',~~&: '''<;;:''11\'''' iJ>i ~'."!4 8 0 0 0 .". ;' '-.~,-_ .' tf.fl l~tt fi] \f~~~*;': f::f,~ .,<<;\"(';i,iil.,:;'trl:,~'t!l;c:.;,,z,o n'j. ng,:.r,y...,,';J,;,,:wJ,... .:"f.""" Inspections Required Building Valua,Ji '",> Co un c i 1 D i s'lr i c Construction Type [ ] [ ] [X] [X] [ ] [ ] [ ] 19 Final [X] ;::; =\= ~= == = = = Z= = =;;7 = =yr'= = yr = = =y = == =37 = == = = = = = = = = = = = Residence Business Other New Repair Remodel Addition Type Foundation Framing Insulation Plumbing Mechanical Wallboard [X] [X] [X] [X] [X] [X] .d Status Code ACCOUNT NUMBER 3719-003-001~0009 ~ ". ~ ACCOUNT NUMBER 3719-002-031-00D5 /-- ACCOUNT NUMBER 3719-002-030-0006 ACCOUNT NUMBER 3719-002-029-0009 ( ACCOUNT NUMBER 3719-002-028-0406 SEE REVERSE SIDE ....(\ 1430909 \~t ., SEE REVERSE SIDE ...0 1430768 \~ 1 )~~ SEE REVERSE SIDE 1430750 "^ \~ SEE REVERSE SIDE 1430743 ....<..~ - \~ 'I SEE REVERSE SIDE I~O 1917418 ACCOUNT NUMBER 3719-002-028-0307 ACCOUNT NUMBER 3719-002-028-0208 ACCOUNT NUMBER \.t SEE REVERSE SIDE 1917400 ... <... ~ - ;,\ SEE REVERSE SIDE (\ 1917392 .~~"( "^ \. '~, SEE REVERSE SIDE 3719-002-028-010 ~~~~~17384 ROUTING CODE 00-9440 ~~,,~~ ..:~:i I ~ rewa". :h,':i 1w""'i'J: I:I~ I :J~\".I ~ [,..1 ~ I:J::II :1-.'1.-] ~- SCHOOL DIST 100 C BREMERTON 300 N MONTGOMERY BREMERTON PROPERTY DESCRIPTION First half tax paid after April 30th ;t ~' ;~~u~~~~~:erest plus penalty on I Second half tax becomes delin- quent after OCTOBER 31sL WA 98312 PROPERTY TAX STATEMEN KITSAP COUNTY. STATE OF WASHINGTON 1990 PROPERTY TAX STATEMEND KITSAP COUNTY" STATE OF WASHINGTmJ 1990 ~..;I.I..l..1"''1__",,'"'_..'''I_....11..1.''''''''_''''' ..,.......,.... "'11""_""",,,_,.1_.......,.. .....""r... __ PROPERTY TAX STATEMEN' KITSAP COUNTY STATE OF WASHINGTON 1990 ~~ 1]:I:J:t ~ I B tlt:<<i a] i-,"1.:i I :\111. (0] ~ __ Iml """""1(11:l:l:a ~ ..1'):411 ~ I if.] :11'~"1.[~]~_ PROPERTY TAX STATEMEN" KITSAP COUNTY, STATE OF WASHINGTON 1990 ~Ii'l:l:l :I~..t":tI.l!-"11 :ll:l'''[']~-. ,~~ol.'I:I:I:l~.l'ilIIt;l:fII~I:l'ij~"_ PROPERTY TAX STATEMEN KITSAP COUNTY, STATE OF WASHINGTON 1990 -~.. ~ PROPERTY TAX STATEMEN KiTS';P COUNTY, STATE OF WASHINGTON 1990 - e!81:1 :{=-~..f":..] (..."1.:i1:!I..[']~ - - ...- et8J:I:I:I~.."):fJl~I::(']:h'1'lld[']~1i PROPERTY TAX STATEMEf' KITSAP COUNTY, STATE OF WASHINGTON 1990 ......11I 11:':1:1 ~. 11II f.':4I It] (","1. :11 :nltI~l~""'" ..... -ail I :1:1:1 ~. .'~':.I~I ::I'al ::~I'Jr.''I r.l.' r[ PROPERTY TAX STATEMENl KITSAP COUNTY. STATE OF WASHINGTON 1990 ':~"~" ,~URRENT'TAX"DISTRIBUTION,~,,'" Land Value Bldgs", etc" State School Sc Forest Fire Local School County County Road City or library Pan DlsL Sewer or Water Fire DlsL Hospital Dist PUD DisL Park & Rec" TOTAL CURRENT TAX TOTAL VALUE 10,000 Levy Code 0 0 1 0 Levy Rate 13 . 892 5 3 5 General Tax 138 . 93 Exemptions (if any) 138 . 93 Special Assessment TOTAL CURRENT TAX DELINQUENT TAX INFORMATION . 4 90TAX INTEREST PENALTY o l\Demorandum fifil"'Cetter of Transmittal o For approval o As requested ~or your use o Rejected o Furnish as subrnitted o Revise and resubrnit o Subrnit specified itern o Furnish as requested HEERY o Heery Program Management, Inc. A Heery International company 300 N. Montgornery Brernerton, WA 98312 Telephone (206) 478-5074 FAX (206) 478-5068 To: ,?-' l-J1 pP'~e1/l g..-jV("" oJ , , J ~j.1 t ~ \-;:::>\ tJc.,- ~~F7>-1Z'\\--'1~1 '\ ~ flJ ~~~..- V~gt-'1~O~" lJt>- Date: 1.'" It? 4\ Job No: 4\10\"1 po. No: Attention: l7~e-- J~vtpo~ Re: ~~Vj e:-~J ~c..:;v,...... '- ... ~ ~ ",",,'l\'Z--"~ \ t:q~~t1~.J--rb-P1 """"t::~C-~ .:ft;.1 \ ,- ~~ \.-'1: .a:- F""'"~Or ~~CC>t/ t;::::'o~ fi....t>~ ~\~uJ ~ ~. v'l ..-#= \DO"-~ ~I.t- poL;;?'-r~,.,- ~':=::-t-1 eJ\b-\Z.--l ~t,.... ...... i;;9 J t?~ c-..r-r ~/~V\ ~~'"i ~\ ~p.v~"'t:---rio t.J k;:? h.?-Jb'Ol/ . p-.c;;>tz- Item: o Attached 0 Under separate cover via If enclosures are not as noted kindly notify us at once o Copy to: ~ '~\'1 e-le-VV"' c;\-\ (1-\ ") Signed: \ ,. BUILDING PERMIT APPLICATION ~-"- "' City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: Site Address: 1/// I!Aee 3~UD. Phone No.: ~7t-S/Otp Owner's Name: t5!?E/I1G"ett::1J .~ 'J1/S7- /aJ- e Address: ~a:; ,(1. J.I~er 101 ~ pi'Cl',.. /114m=ti. ~ Owner eep. U Architect o Contractor o Tenant Applicant: Arch;lecl F;,m:. ~~ 7SAiJe:c f'A~III'P. Address: 7ifg ~i21'I t5T1lGbT SUIrE 3m T/k!J;IIJA Representative:et>'f (lurl.l?fG '7(qo;l. . Phone:c17,;(- 93g ~ Contractor: Representative: Phone: Address: Contractor's License No.: Exp. Date: o Residence 0 Business RJ Other: S:::Ha:JL o Demolish 0 Duplex 0 Multi-Family (No. units o Grading (cu. yds _) 0 Bldg. Move Nature of Work Proposed: /JEW tfI t5"TtJev BE'HEfJ'r14e.'f ~ IT€ I. PtA-yer ~t.J AJj) 1m p2€)vel-l €jJ;'S IKl New o Repair. o Sign o Remodel/Addn o Parking Lot 5c11~~ /IJ rrH ~A-Te1) Sq. Ft.: 'itj (J(JI2J Utilities: IR1 Water -. Waste ~ Sewer , 0 Septic ~ New KI Existing ~ St6rm Valuation of Materials/Labor: ~BC Sec. 304(b)] i4S-qrPJ Plan Review Fee: Permit Fee: Surcharges: $ $ State $4.500 Receipt No.: Date: Receipt No.:__ Date: Zone Designation: fs Occupancy Classification (UBC): E-I) A:.:/. ~ 15.~ No. Stories: c5( ,_ Setbacks: Front: 01.50' Side:/lJO!'Jh Rear: 451' Height: ~/' Heat Source: GAs Comments/Conditions of Approval: I understand that applications for which no permit is issued wi thin 180 days following date-' of application shall expire by limitation, plans apd/or other data submitted may be returned to applicant or destroyed by the Building Official. (Sec. 304(d)UBC). I certify that the information on this application furnished by me is true and correct and that the applic~ble requireme4<3;:..~~J~..t~remerton will be met. I . L.. LI ) \... Signature ~ IIe.ety Pt0'raM JIf!J!J!!t fsr 1) r.(}NIe;..,.,. xtw/::Oate Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Slat. Code ,- =:J PERMIT APPLICA TION CITY OF BREMERTONBUiLDING DEPARTMENT PHON'E: 478-5281 SITE ADDRESS ASSESSOR'S ACCT. # OWNER MAIL ADDRESS ZIP PHONE CONTRAC1OR Class of work: 0 NEW MAIL ADDRESS o ADDITION 0 ALTERATION PHONE LICENSE NO. o REPAIR D MECHANICAL D PLUMBING COMMENTS No. lYpe of Equipment Fee No. lYpe of Fixture or Item Fee -e-r STOVES Gas_ Oil_ Wood_ ...e-- FIREPLACE INSERT -B- FURNACE Gas (Nat._ LPG._) Oil_ Wood add on_ Other_ Electric_ BTU Type: Up f1ow_ Down f1ow_ Horizontal_ Wall_ -I!J-o CONVERSION BURNER: Gas_ (Nat._ LP -) Under 100,000_ Over 100,000_ Oil_ -f!)' UNIT HEATER BTU_ Gas_ Elec._ f; BOILER GasX- Oil_ Electric_ Other_ HP_ -e- GAS SYSTEM Max. 5 outlet Total_ -e-- EVAPORATION COOLERS Roof_ Wall_ BTU_ ~ AC UNIT Electric_ Gas Elec. Combo_ BTU_ -e-- HEAT PUMP Single Package_ Spli1- Add on_ BTU Ton_ ~160 -er MIXING OR REHEAT BOX C BTU 3lPAIR HANDLING UNIT CMF_ BTU_ - 1:3 FANS Exhaus~ Supply_ Bath_ I RANGE HOOD Residential_ Comm.X- -tr ROOF DRAINS I CLOTHES DRYER Res.-X- Comm._ ~ INCINERATOR ~ ALTERATION TO DUCT SYSTEM Heating/Cooling_ Exhaus1- -e- TANKS Oil_ Gas_ Propane wlOK from Fire Dept._ Gallons ~ REFRIGERATION UNIT .31 WATER CLOSET (TOILET) -s.-BATHTUB 1? LAVATORY (WASH BASIN) , SHOWER j KITCHEN SINK & DISPQSAL , DISHWASHER fsc.t51J -, VI GII r..; ~LAUNDRY TRAY I CLOTHES WASHER , WATER HEATER <I URINAL 5 DRINKING FOUNTAIN ,z... FLOOR - SINK OR DRAIN ciJ.. SLOP SINK -e-WATER PIPING & TREATING EQUIP. WASTE INTERCEPTER (Grease) , VACUUM BREAKERS & BLACKFLOW DEVICE , LAWN SPRINKLER SYSTEM -& SWIMMING POOL - Privale_ Public_ GROUNDWORK SUMP -& ALTERATION -t!!r KIDNEY MACHINE PERMIT $ TOTAL $ NOTICE PERMIT $ TOTAL FEE $ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME 10 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME 10 GIVE AUTHORITY 10 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTH01;l/ZED AGENT (DATE) FINAL APPROVAL SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) RECEIPT NO. (While-ORIGINAL. Yellow-INSPEClOR. Pink-APPLICANT) PERMIT B RE MER TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 07/08/1991 Issue Date . Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Owner - Last Name BREMERTON SCHOOL - Street 1111 CARR BLVD. Ci ty BREMERTOt'{.~,-'!;::~1.l:.."-~."".""::ill.::.:'-':;,';.''')ij,S.t~t~, ,WA Zip 98310 ~ Phone ( 206) ~.,4 7'8 ~ ~,1,,8'16 [ir,i~;;Jhh~ ',.".;;."", h ( ) Tenant 5 Name <,',b';,t~'~ tt~,:,.i\W~~) d~~'~i1~ l'~ ". 'p one 206 - ,.' _ ' . .~ .- ,'; .'}.. ,'" '" t... , . ~ ~." ... " Agen t's Name,.}JEERX.,~4,P,ROG~~'!6t1r~J:!M~,Jr \.0,,/ Phon.: (206) 478 -507 4 Archi tect 's Name"l"TSANG,:'PARTN,ERiSHIP' ,'; .' ",,'J,' , ':''.c [X] Bui 1 ding {.\.)"7' ,C'::iJ,:G,~~ding .,-~.~--~,~L..J, Si~gnJ;",iiV '))!;i?~",;: "[,!,:,.] Paving [X] Mechani caJY" !~:r:'''']f;~}1ove ,putfding [ r"BuJ;:?in'g';;i'i!~i;;:\;,"';' [ "'1;" Underground [X] Plumbing,;J' '({t'J:.;;:Mol;;li'le Home [] Land",.Clea~: pipemolition .(,::,!.:{ o,tJ.,i' .,..,,/1'" ""-"...." i"" \~!:. f _ _ \;:;.._ _ _ _ _ _ _ _ _ - - - - - - - - - - ,7/:':' - - - - - - -;}'- - - - - - - - - - t, Bui 1 ding Con t rac r ~/' "\ \:, /1:., I \ ~' Work wi ll,!;{ b ~t;\c6mp 1 {t e d \ ,,:>~:1;:;;,',\ '1~~; ';~ ,i \ ....':? Na t ure o~;: W~[;k"i5~ I ! '~t'i.;",<;,~i 'i' Constng::tJ. ofl new for grades 1 ~hr9;t,igh 6.:5[ , t .! WJ~~i,;J"ZY .:; r,..~".,',i \ ' - ,,~1h Ii< , .'. \'" ",i, il,:~:~"...',~,~;Y",:,:. ~"':'..,'."'.:~,~,.,'\',, I;;; '1:~t ' ~ (-' ~>..::....,,,,>~ :;J 'r~: \, /' ~;.- .~;~ \, l.<- ',';,;, '", <I' '_'. ~ ~ i.~ ~ \ .//'?V Building Val~a"ti ~~,250000. 00 .// / .d" - - - - - - - - - - - - - - _,r- - - - - - - -~.:::,,= -:- ~_ -. '":"'. --:. :~,~,o"'.- - - - - - - --:.~~;"_ _ _ _ _ _ _ _ _ _ _ _ Counci 1 Dis"b:f)c C~n:s'u's~ Tract ii;':: '<'~;-~" :sl/;>"~~ Construction .'~P9,i ~.~;~:,i~ 'i.:,;,;..;f1P" Inspections T y P e [] .,;'<,.'-.."',,'li""".""""'::~~;~"'.,"'~;,.,,'".,~"'" R e qui red [ ] [X] [X] [ ] [ ] [ ] Application Number 91AP03665 Permit Number Project Group First 100-C MI Residence Business Other New Repair Remodel Addition 19 Foundation Framing Insulation Plumbing Mechanical Wallboard Final [X] [X] [X] [X] [X] [X] [X] Type Status Code i \~~= = = === = ~=~ =j q = ~ =4 = r== = ="0:~ ~ :~F;:=:: ~ = F ::;T:E ~~( ,t-, @ st:.in# 'f,ef u: ,__ .wC"4"~ Ii, ['.t k.~ r::i\ ~/ . . L Jv..wJvC:IC. o .Jilt."'. ,04J&.",_U ~...__J ...... /J 'p~.4 g.. Z. , -'1 { ~~' .. DEPARTMENT OF COMMUNIlY DEVELOPMENT ~ GlltewllY t6 ~he Olympic51lnd Home' of the Puge; Sound Nllvlll ShipYllrd B U I L DIN G D E PAR T M- E N T August 20, 1991 Heery Program Management, Inc. 300 N. Montgomery Avenue Bremerton, WA 98312 ATTN: Richard Best RE: Bremerton Elementary School No. 7 Dear Mr. Best: As per our phone conversation of August 5th 1991, my response was that I could not approve a. set of plans that I had not yet seen and that I would do what I could to see if I couldn't get the plans into a higher priority by bumping other plans and have the plans reviewed by the August 19th date for you. The building department did not receive an available set of plans until August 19th. We will review them as soon as possible. As these plans were developed, they were reviewed in the different' stages by this department to. basically ensure that they would conform to the requirementiof the UBC. Based on t~ose reviews, I see no problem in these plans being approved. However, the City reserves the right to make any corrections required to meet the intent of the UBC at any time, either in plan review or as noted deficiencies arise during the field inspections. Sincerely, /:/. . ~~ D~~n Building Offi~ial \ cc: file 286 4TH STREET . BREMERTON, WA 98310 III j206) 478-5275 An UjIUll Opporl"nily Ernp/oy<r August 9, 1991 HEERY City of Bremerton Department of Community Development 286 4th Street Bremerton, WA 98310 Attention: Mr. Dave Nelson, Building Official Subject: Bremerton Elementary School No. 7 - Letters of Approval Dear Mr. Nelson: To confirm our telephone conversation of August 5, 1991, it is critical to the Bremerton School District that we receive a letter from both your office and the office of the City Fire Marshal indicating approval or pending approval of the District's plans for Elementary School #7, submitted July 5, 1991. In our conversation you indicated these letters would be available to pick-up August 19, 1991. As I stated in our conversation these letters are crucial, as they affect both the overall project schedule and the award of the general contract. These letters are a requirement of the Office of the Superintendent of Public Instruction for the State of Washington, Form D- 7. Currently the project is scheduled to bid August 12, 1991 with bid opening scheduled for September 10, 1991. Prior to opening bids the District must receive Form D-8 from the Office of the Superintendent of Public Instruction, Form D-7 takes approximately 3 weeks to process. Your efforts are appreciated. Sincerely, HEERY PROGRAM MANAGEMENT, INC. H:f+- Richard Best Project Manager RB/gmb/20 cc Field Ryan Walt Draper Bob Ames Ralph Rohwer 91517 elem a(H) Heery Program Management, Inc. A Heery International company 300 N. Montgomery, Bremerton, Washington 98312, Telephone (206) 478.5074, FAX (206) 478.5068 ATLANTA BALTIMORE BOSTON. CLEVELAND. HOUSTON. LONDON. LOS ANGELES' NEW YORK. ORLANDO, PHilADELPHIA. PORTLAND. SACRAMENTO' SALT LAKE CITY, SAN FRANCISCO, SEATTLE. SPOKANE. WASHINGTON. DC ~ B hEM E R TON B 'U I L DIN G D E PAR T MEN T PERMI'!' A P P LIe A T ION .... - - - - - - - - - - - - - - ~ - ~.. - ...... ~ - - -. ... - - - - - - - - - - - "'... - - - - - - - ~~ -- - - - ... - - ... - - - _. - .... - - - -- - - - ..'" - - - - - - - .,.. ... 00.<> ~ - - -- - - - - - - - - -. -- _ ... _ _ _ _ _ _ _ _ _ "- _ _ _ _ __ ........ _ .. _ -. _ <<'1> _ _ .... _ _ _ _ _ _ _ _ _ _ .... _ '""- __ _ _ _ _ _ _ Application Date Issue Date Assessoh:" Acct f~ Site Location Owner - Last Name - street - City - Phone Tenant9s Name Agent9s Nam~ Ah:"chitect9s Name [X] Building . [X] Mech&uical..' [X] Plumbing 0'7/08/1991 ApplicCl.tion Number 91AP03665 Permit Number Project Group SEE ATTACHED 1111 CARR BLVl). BREMERTUN SeEOOr.. 1111 CARR BLVD. BREMERTON (206)4<;' B-SIC6 FiZ"st 100-C MY state WA Zip 98310 H~ERY 'l?ROGi<AH UH O!'iJ.NT .TSANGPARTNr~~;;Fl IP [ J. Grading . it 1 Move B'ni 1 cling t ] Mati 10 Home P;hone(20o) Phooe(206)478-5074 [ J PQlving [ ) Underground [ ~'.Demolition [ J 8:(grl. l jtlt:iJ:ning l ] Land. Clear Building Cbntractor: ------------~--~"~-~---~----------~--~-_._~-~-------~----------------~--- Work will b~ completed by cwner. Nature of Work:~ Construction of new school building for gr@des 1 th~ough 6 ~~ . ~/~p: !:'~ "rj}(), . \'/ ~ " ,'):, ~ /~ " . ,:.1(, /. . Vp < ~S).., '~I' .' ./ )/) .. " ,I ~;:,('. ) '//" Building Val uatiOi::. $4250000.00 ' -/-.1;'_ . , . - - --~~~~~~ i- ~~;f~;.'.,~~- -----~--~- -e~~~.~, ~-;;~~~---_.__.~ -- --"-:':':~"2(;fZ, ------ , ^ ". \" -..~i' .' .,. , . ...., " . Construct2on . sq g~et . rnspec~2ons Type 4800Q Required Residence [ ] Zoning Foundation [X] Business [ ] Type Framing [X] Other [X) Insulation [X] Wet-J [X] Plumbing [X] Repel,]. Z' [ J st~tus l~ech@ni ca 1 [X] Remodel [ ] Code ti'allboard [X] Addition [ ] 19 Final [X] ======~======~~=====~======~~===----------------- =~: T r~{-~'C- L - L ) --q-(------;b-r~~s=~==:=~=:;=~~ ~ ____ h TO~ ,or~ tUo ~ ~. .0/(.. ~.--' -' B REM E R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 91AP03665 Work will be completed by owner. (,] i'Y 4 stoves Fire Pi ~9~elnse::r~ts~ Furn~J'J__f$e.ec r~ Bur;p.ers /<,-'.' J~e~a tf;~$ a~/~ B 0 i 'le~d&\ /,1~{ ~~, \Q~f 1 e t s ~~~~~', //" /C:o'oIo';e'i:s "," ,/" """~/~'~"'~,,, // ' ,A:1ir;Cond1{ioning Units /~V Heat /~{{mps ) Re-H,eat Boxes" "\, /i . , , Ai pzl Hand 1 i ng Un,1 ts ;, l' \' ~ Fq'!1S ) ~~nge Hoods J1ryers lncineratorrs ~lterations r;ranks ~efrigeration Qther It ), \~" ,,';, '\. ^, ^o \", ,",,> '~';::, '~~" <"<,~ >" // ';,;~\ " j '( , , , ,) " , "'0; r -; \ -; '~rI f--; re", l '\ 1, \ , ' , =========~~========~====== ;' :\-, ',\ '\ \1'\ \, ~;, , ~~, \,:>, '{\ '"" , ~;~ "'/ ,/ \"'" " "-', ,q,,> ,;' ^<;:;'c~ \. '\ \,;,::~---- ~-;; <, 0 r;:;::-;- ,,"" <~'~,,> " ',<~:O^ 'o~~> B REM E R TON B U I L DIN G D E PAR T MEN T P L U M BIN G PER M I TAP P LIe A T ION -----------------~---------------~-------------~--------------------- --------------------------------------------------------------------- Application Number 91AP03665 Work will be completed by owner. 31 Toilets Bathtubs/ . , 42 Basin,$.~s:::;f~ 1 Sho:vt~iifs :A~\ [.' './ \:,"~': J 3 ~~;t:chet').. si~.ks\'\ ~'~Di s h'a;~ile r~\/ ./.\?' La~~r~ T r a'y~s ,{j;:' 1 /$:;1~t::h~5 Wsshefft/ /i;\ 1 :'~;~tl~r H~ate rs l.i f. 8 U~riha }i'S ... ..... /~/L~~;;;i:i;;:~~ ~.~~~ ng Foun t af~s.\' //'.2;' Slop Sinks \ f:f ,\" ;'1 Water Pipin9~~ .r,J Ii i l.': ~'nterceptors: . . Vacuum BreakeJr 8 1 Lawn Sprinkler i'ire Sprinkler 1?rivate Pools a~mi-Priw,Qte Poe $ P~bl i c Pools., G~Qundwort k,~.\""'~'~ Swllps' f,. Al te'(ations" ,/"~dne}~:J Machines \.~, \:.\:I~ivate\.\,.a()t Tubs / ,;;\, ' :S~m;i - p r i vS:"beH 0 t Tubs..,' \,', ',/" ,~' :~"" ""'''''!',~" <'A .. Publ1~' Hot Tubif ~~),OtheJ:/ Optl:ons =============::===::~~~;~=~~~J !','> ~:::;, ~ '" o;;:~~~" ';J"';::~";J-' \'~';'-:;\;" '< \>, '~, \':0. "\, \~ \\ t , , \::\ J; ,', t'l '''iO''; k 1".,; ;) \ ,'- .. A'- )/ ,-:<' := :; ::: ;;r,:id'::':: :: = = :: :: = :: = = = :: :: = = = = ""-,,0 ~o", ~ O'o.'-<,~.,." "'~ j,-,.;c~^ 0 . ,o~,," . ' ~,,', 'b ~~J;'''' - ; July 26, 1991 TO: FROM: Janet Lunceford OV)~___ Greg Berghoff. ~- Re: Bremerton Elementary # 7 Building Application 91AP03665 A double detector check valve assembly and a 3" meter is to be installed by City construction crews. The contractor / owner is to allow one week for preparation of cost estimates and to weeks for installation after payment of fees. Fire line and hydrants to be owned and maintained by owner. Off site sanitary sewer design and construction to be completed by the owner to meet City standards. If you have any questions, please contact this office at 478-5318 for assistance. nOV;d: ~ s A. Assistant of utilities gb: file EfJ- . .- - I 'I~ ,.... LS ! i ,;... r ' ..71"":'@ -. .', . II I 0 -5 JUl29 1991 : k BUILDI NCtDEPARl An '.'1:.1....' \ 4 Date ::SVl--t;- '2/,p ICj q { To dAAltn LUAlC.E5~/J From (}"fu;-a, IS4u;,HoFF Inler-Office Communication ", ,,'. ,~, """":-!' ' ,,' C. t f B t' j~ ',' .&l.~..aw~.., 1 y 0 remer on ,', :~,-~,,,"';";~,7,,;' ,;';' , ~,.,.... .. . , ..". . . .' Subject Si te Address: II/I REQUEST FOR REVIEW f Irll./t eL v)), Building Appl. # q I A Po 3' 'fo?, Owner: 1?~61L..e "'- S'cHOO'l ~ I<;~. Contractor: o o No identifiable problems noted. Developer shall contact the Utility for Application for Water Service and pay all assessed fees prior to construction. o Developer shall contact the Utility for Application for Sewer Connection and Sewer Inspection Permit and pay all assessed fees prior to construction. o Developer shall contact the Utility for Application for Storm Sewer Inspection and pay all assessed fees prior to construction. fR] ~ Atmospheric vacuum breakers to be installed on all faucets, hose bibs, and flushometers. All plumbing, inside and out, shall conform to city of Bremerton and Washington State Cross Connection Control Standards. D Owner shall contact the Utility Billing Office (478-5316) prior to demolition for payment of fees for water meter removal for existing service. If service is to remain, contact must be made for possible recoding of billing account type. D Prior to demolition of existing structures, sewer laterals shall be capped. Appropriate sewer cap permits and inspections shall be obtained by the Contractor. !KJ Development is subject to AWWA Regulations, APWA Specifications, DOE Regulations, DOH Regulations, Bremerton Municipal Code, and Utility Standards. D Contractor to verify location and depth of existing utilities. Contact Underground Utility Locates (1-800-424-5555) forty-eight (48) hours prior to start of construction. o Other: APPROVED: DATE: ~~ GS 0- # 0058 ~E MER TON ~'ij Y ~ ...'.::5 "y ~ PER M I TAP P L I CAT ION ,..','" ~ 0' ~~=~~================================================================= ~ ~pplication Date 07/08/1991 Issue Date Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Owner - Last Name BREMERTON SCHOOL - Street 1111 CARR BLVD 'T""~" - C i t Y BREMER TON",<::::::::f/~,~,.,.:ff:::S;t'ate W A Zip 98310 - Phone ( 20 6 },/:4'f~r::51.0.6 ""/::;::,::> Tenant's Name /<:;/ \",:,:, ,i',. '~P:hone(206) Agent's Name /IjEER,Y;~,P.ROG~4~;:#~qM~r (, j /' 'E,h'on.e,( 206) 478-5074 Archi tect' s Nam~,:()TSAN9::~~ARTNERSHfP . '" l/I J'~f./ .t' ">. [X] Bui 1 ding /:,?t7i} G.r'ading"",,,,,,,..,,.[~J Sign/};1 /(.('~, (',] Paving [X] Mechanical:~l {:lfLl'M6~e:a'1:ri1'ding ["J''''B'urniItg{1'''~':~'\> ["1\ Underground [X] plumbinglV \["'>J:>!>1ob:i:fe Home [] La~d%"Cl~'a'r':' ]\Demolition ~r , i'" l!.'~o'~ '",,# A1/>" '\;*~'')~<i:~. '</ \\ \\ _ _ _ _ _ _ _ _ _ _ _./_...../- '. , ' - - - - -rife!. - - - - - - - - - - - - - - - - - - ~,- - - ,// ;/" \'t;~ I 17 ''z Building s::imrt;..,rac r:/ \ / l ,"~ L.., l? Work wi llf/b~.;:~:ompl ~!ted by !J tI ~ ?ci ',H Nature o~! W;9:!KZ::;i . Constn~:fti r;~: r: T'>; ,'0' V\ 'tt'\ it of~new ~ h \~\ \\ '~ \ 1.. "t ,'\ \\ ". "~ ", \, \:'\ \ '\ \;"> '\,\ Building Valti:;~,ti - - - - - - - - - - - - - .::.<~~,~ - ",.\ Co un c i 1 D i sl).rJ Construction Type .CO'''~~~_ '~>i<>>~, ~'~~<~':~~;'^ U"~~ Residence Business Other New Repair Remodel Addition [ ] [ ] [X] [X] [ ] [ ] [ l B U I L DIN G D E PAR T MEN T Application Number 91AP03665 Permit Number Project Group First 100-C HI \\ "J, ~~ \~ l( 1 k" '/ :; ~r_, F Jol' r(( //' '\~'/''/'/$.4 2 5 0 0 00 . OOJ;F,lIY' ----~~~~~~----~~~~~---- l~\t~1l7 f~,~~ ".: ; ,~8.0 (1).0,\. ; I_~; ~ LJ t__~_J -,_~':'J ...<:<~;:~,/ ,>/'^ :~/~/ / Inspections Required "<.<-~-~- "'~ ~ '."-, /<(~' ~ "' -~~, "~~~?'~ p pc ,";;;;Z;on:i::ng;;;,;;" ,."",' Type Foundation [X] Framing [X] Insulation [X] PI umbing [X] Mechanical [X] Wallboard [X] Final [X] Status Code 19 --------------------------------------------------------------------- --------------------------------------------------------------------- '"^)~ 1/- IJ-91 B REM E R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L PER M I T A P P LIe A T ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 91AP03665 Work will be completed by owner. --------- --------- 4 .,Gei;s." 1 ets '~.~.. i:X(oc:i:l:e~c6;c;.;".#";;..;".- ..~~,;;;;;. .."...".,.. ..:~::br.VCondftioning Uni ts ;;;';t,,, II"~~rt /p'Gmp s .(' Re-l:feat Boxes Aii'Handling Fans R;;~nge Hoods ~ryers :Incinerators ~lterations Tanks Refrige .. O,ther It l - - - - - - - - J\_ _ _ _ _ _ - - - - - - - - -\.- - - -- '\,< \ 0~", .j'\"''c''- ~'t,7,,~-;::~~ <~~'c:::.>,,":,, '~;;o;~s;,~'''~v,'~'::__O' ,_~;;::~~~,:-:.~'1-<'{:~" B REM E R TON B U I L DIN G D E PAR T MEN T P L U M BIN G PER M I TAP P LIe A T ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 91AP03665 Work will be completed by owner. -------------------- -------------------- 31 ~-:~>>o<~c ::^~": \ '~>.c'),';j c Jl~P' S i ~~~\.>:.1 s fl,wai}h e r s,.::.:./ (L~:'t~C(~~ T r a y.~..P//-.c",/..=///=,=.===. 1,'Olothes Was'lfers '/''4.. 1 (Wa,:~~r ije~ti: e r s .///<."', ~\ 8 tiitn a.Y'S / . <, . . """'" " : \3 Dril)King Fountains \>>", :'.l2)Dra'lns ((;; I \,,\ 2" Sllbp Sinks \] \ / \. ~, ~-, \~, Water Pipi ~ If ~ fntercepto ~ Vacuum Breaker ~ Lawn Sprinkler · Fire Sprinkler ~ - J ~rivate Is J ~~mi-Pri Poo # Public P Gr\qundwo SumRs Al te"r:ations ~;: ," ! "~0 /Kidney\Machines (:;"'P1i;iva t e""HO t Tubs "'" . (gi&fi1i ri v~'te,..H:9tTu~~."/,,;,,../ !Jot Tub's"'=="=" Opbi\ons ::~~~Ej~~~'l i/ " ,l;' ill /> (' .?' (. " -,,(y <,-4/ ------------------ ------------------ ~ ~ CITY OF BREMERTON BUILDING DEPARTMENT PEP~IT APPLICATION DATE: 7-16- , 199 1 TO BE COMPLETED BY 7-22- , 199 1 Bremerton School Dist. OWNER owner CONTRACTOR 1111 Carr Blvd. LOCATION OF JOB new grade school FOR \ ENGINEERING. COMMENTS/REVIEWED BY jJ (j) /VCZP a(CIrT-cr-YV~Y pEnr'f~r /V ~./2""'-<-- ?,."./ pu2 U C ~ { (.1-1"7 -c r-- vv,-ty /9 /J ~ It! 0'" //L [) S-v-;?r-tL/ v ~ e77~Pn&r-;r' C"P'/- 6/'::'- (fCJ=7::."zC- V'-- c- C rnJ G / V '-~ ?J /'-' d<- 0"'; .J';TV /l rt ..J' YI~ LV ;V6..::/0 /D fil/TV1.YC7 /J7> P tZ/< tJ )f;/ /}L B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 07/08/1991 Issue Date Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Owner - Last Name BREMERTON SCHOOL - Street 1111 CARR BLVD. - Ci ty BREMERTON..),.;,.,:~-,...<.:.~"-'...,."'''-,.- ':"St~te WA Zip 98310 - Ph6ne (206}..A78-5106_. . Tenant's Name......... Agent I s Name HEERY PROGRAM MNGMtlT ....... ."~ t<,.,,~ . Archi teet. I s Name ..' TSANG PARTNERSHIp .....:..<... ...< [X] Bui 1 ding./ [.] _ Grading ......-~---LJ S{gn.'.. <'. [ [X] Mechanical.:" C'} Move j3uflding (r-"Burning .>J [ [X] Plumbing "[ LMobile Home [] Land.Cleal=':" [ ~-;.:::'~ .' , . ~. :., ~ '. Application Number 91AP03665 Permit Number Project Group First 100-C MI Phone(206) Phone(206)478-5074 .] Paving ] Underground r perno 1 i t ion . \,.,-:;.~...}..-: - - --- - - - - - -~- - - ~- - - - - - -::- - -- - -- - - - -:--:'-.~~ ~'~-.- - - - - - -- -- -,- - - - ...;.:~-.".- - - "":"' - - - --- - -- ,/ .,:-- j,.:.. . -.' .~, ,~. \: . -: '( - / 't.. ~ 1: ::. to....... , \. \. Building C6ntractbr~ ! I Work wilLbe complEited by \ owner.....~cs-'. :.. .~"".,....,,' Na t ure of Work~~~ i Construction of1new school building for grades 1 ~hro~~h 6 i i \. , '. ':"''-~ ........_~,; Building Valuation- ~.~ " / '.-.", \j' -""",$4250000.00 . . - - -- --- -- - - - - --..- - --~- - - - -------~-~..~..~- -----.--::.---~.- - ---- - - - - ~ -- - -;..- - - - - - ------ Council District 9 Census Tract '~'! Construction Type ....\~ I ",.,' . ~q.: Feet ;.... ~ <48000. .' .\1 1~;04f :,.:-, ~.' {'I "'l'.!>'..:..<;~'-':.-:...Zoning.,,, .-.>- ...... . Type ":.,. .tl'.;""<;a.. Inspections Required " .,;- Residence [ ] Business [J Other [X] New (X] Repair [] Remodel (J Addition [J 19 Foundation [X] Framing [X] Insulation [X] Plumbing [X] Mechanical [X] Wallboard [X] Final [X] status Code . . ===================================================================== E VJO I '-.....J 17 - J ~ -- q I ;" - -, '-, B REM E R TON B U I L DIN G DE PAR T MEN T PER M I T A P P L,! CAT ION ===================================================================== Application Date 67/08/1991 Issue Date Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Owner - Last Name BREMERTON -SCHOOL - street 1111 CARR BLVD. - Ci ty BREMERTqN":]'",,:,;:],':::::":'::"~~~'::':"''':'::flt4!te~ WA Zip 98310 - Phone (20 61.:/<47~r- 510,6 \ ", >~~ Tenant' s Name,.:(>'~ ';,' ",' '1 ;,,':"';) .::,,~"":PbQ,ne( 206) Agent's Name (J~:!ERX.:'Z'ROd' 'l)lqM~'f ;' ,:/<l?,ho~e (206) 478-5074 Architect's Name,{~:I\'TSA ,ART IP ,," /:'f/.::</ /' "~~, [X] Buildingl:~;;(l, ding ,,,,y,'"'' ~,,,,L"J,, Sign<j' / ,/( >" '[~'I) Paving [X] Mechariica,K;' e~.u-:rl'ding [ J ""B-u~'!ling::~'::::;'3'; [ '],'"Underground [X] Plumbing.:..;:/ ob-i'le Home [] Land",Clea;:lZ\' ,f\ r-.Demolition -- -- - - - - - i~~~)~~.~u 7L: - - ----- - - ---~.~'ljt;f{21~~j,) - -- - -- Bui I ding ~tm:tractbr t \, ,'lJ, ~ l:J); Work WillAlb I' l/ted by owne~'fS;~: I ._.j/ AUci~ 9\ ~~~, '1\ , I',....::,'..,.' .h4 ) . \ IS f ~ ~" .; " t: ' ~ fl ' f,\.. t "("'"-~~' ): . :) \; ,~ Nature O~! li : ' l",[f,1lRTQAI',',,,,,.:;,,.,:,, : \ Jf'1 \ I \,,1 BUfLD//lJ . 1: III ../ II Constn!lp of~ new school bui l~f~9 for grades Q ~lJelt~I]lMf~r 6 j:.l \~ \ t""~~i~~!;;}~' 1 ~': ", \o-~ j. "; ,.,-J,","~j'<:"J 's' !.! "{\"I /~:211;I:G"'\~T"", !"/'~~;~};;;I'/ 'll /7/ \~s\. ,~ '~, . fi 0 \:,:,,1,\,','., "", "/ /1/ 19 /0.' 101 ,,. ~'M~' l;>/ 0 . ~ / .., ~~~: ~~~~ _~:: ~l~t~ _ ;.~~~~4~:;",,~~~=~=~~,,~,,~~~,,;:,,~ _ -4:"- _ _ _ _ _ _ _ ___ Counci I D~.' ~~l~~I\:"'"", Cens'us ,,,:..:,,,,,,,..,,,:.,.,,.,,,,I~~jY " ." \) te~:il . " cons~~~~t1on /',,11\'/1:\\\1'''' "/ f;/14~P~~~"j ",,411,:111\\\::;'" I~:~~~;;~ns Res ide n c e [ ] "?;'-:II;\':;:,I'::;:;:;;:;I\g::Q~'in;g,\;;\;;I:::;;;':::' >".. F 0 un d a t ion . [X] Business [] Type Framing [X] Other [X] / Insulation [X] New [X] " ""Plumbi.n.g [X] Repair [] status Mecnanibal [X] Remodel [] Code Wallboard [X] Addition [ ] 19 Final (Xj Appl ication Numbe"r 91AP03665 Permit Number Project Group First 100-C MI i ! ========~=======~==================================================== \=-\ ~-c i-- 1 l - q ) - ., -'. '., ~>- . . - '''. ~ .~~~! :' B REM E R TON B U I L DIN G D E PAR T MEN T MEeHAN Ie A L P.E! R M I T A P P LIe A T ION ~----------------------------------------------------.---------------~ ----------------------------~---------------------------------------- Application Number 91AP03665 .Work will be completed by owner. --------- --------- 4 ~~~i:::::~::::"'''''''' Re-H;eatBoxes AiJ1l Handl ing Fins R~nge Hoods \5ryers IIncinerators ~lteraticns n'anks ~efri Qther It " 'to " _ _ _ _ _ _ _ _ .J:k_ _ _ - - - - - ________i______ '\ \, 1\, .7:.<. ... , ~.. ...:'~ ,:;;. ,~' " ~ t, ~ ...~' B R E M. E R T' 0 N p L U M B I N G \. _~.'~,~ . ~~ ~ J B U ,r L DIN G D E PART MEN T PER KIT A P P LIe A T ION =====================,================================================ Application Number 91AP03665 Work will be completed by owner. ~, if' 1 ~$jf' .~ tn-:t'na t! 3'Dri: ing Fount i..i,..'.'.',:',.' ,Dr'iins r""'; {j =JX~~ r S ~ ~~~ n 9 ;j"::!if~.J: 'L',c'fj'''' ~;1 tnterceptors~i::'iJ":::j ,.,:,\ Ji~ Vacuum Breaker : ~ Lawn Sprinkler l~J ~ tire Sprinkler ~l ~J. t>ri vate Pools (.. q ~:~. Semi - P r i vSiH e Po 0 l:'S'l ./"?\ '~:i~\ P\hlr: P~f~!~~~J.?'\.l;~:~j~ ~ '\i...../ ~ft~.d awork,>W~.:,".'.'.'.. '~...;J;:6,."":}"'~_C2/-A- ::,I;,V' ~umps 'jit '<D;:;,;i.:C: ....f... ',Ii,? .<, \~~\ 1 t~Tations';J,1 ...../.., \';\ .;- f, '",,-,', ;' J:~:\.. ne" Machines '</ ....\N'ate R.ot Tubs 'J~<". ifii :,F r i v~.'t,'e...:H 0 t Tubs ..#.C .." :~~I 0 ,TU~~~~~..'_ ~~~ ~"'~"%c~~*" "~~ .on ~0~,*<':.7'-~ "\, . "j ~\> \r\ \ s 31 -------------------- --------------------- <-c-Z;:-c-. .~ cf/cr!91 -~---------------~ ----------------- ~-- _.- ..~- --' --- j, ' -- , ..'--- ~~~ ,.-I.'..P_'I,";::....."'.."..;.-., ~ f;, B REM E R TON B U I L DIN G PER M I T ql-4lq A P P L I CAT ION D E PAR T MEN T --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 07/08/1991 Issue Date Assessor Acct # SEE ATTACHED Site Location 1111 CARR BLVD. Ownen - Last Name BREMERTON SCHOOL - Street 1111 CARR BLVD. 1.1','I..-;;!,( ''"/....... I- . - Ci ty BREMERTON:;;:,~.~3,~-;l!"""''"'''.~,..~..~At',!''':'''''St~..t~ WA Zip 98310 - Phone (206)';:;l!>\4'78'-5l~.6 !1'1,~;:;;~~,,\ ~'';;';'';i;,;" Tenant's Name ;;"'1-' tr";P'.j.,:i} ii'~;'~L,.N'~ D. ";'Ph,pne(206) - ,"" \ H ,". ;l: ,'~". ~ ,-<::_j Agent I s Name~fJEER:X'Ji.PROG~~M}~t1l'ffgM~if ;,}iijb' ,::.J;:h'ob,e(206) 478-5074 Archi tect 's Namef(?'TSAN,G,',iSARTN,ERSHIP ~,:;F'!;~()f~'~~;'; ''*~;i\, [X] Bui I ding.::~/r [.,;.::;1.,.. G.f~ding .......---..~.~..LJ Sign~:.r~~\," [,1:,:,] Paving . [X] Mechanical~vi' ,fnP"]\:;:rtove ,))ui'1ding [r"'Bul;pirig<.;,. [ ~c;,]~ Underground [X] Plumbing,:R~f? \ny:J~i/Mo9i:'le Home [] Land'".,Clear:,> l'(Wemolition }~~' ,";"'i'~// """"'o,,,~,~, - - - - - - - - - - -,-.. - - - - - - ...,.;- - - - - - - - - - df :/ itt / Bui 1 ding d6n.t rac r :/" 5f i:'~'~~;". . / Work will!~ij b~~~compllted by l"f~ 1 Na t ure o~1i: Wo;rk:,~'\ I constr~9ti"""'""w" of \ new ~~ \ f~l 'to t~\ \ i~~, \ \:\;.' \, \ '\r'\.... if/' , AP , -~~. ~4250000. OO~,/!' - - - ":'::"""',",,~~.::- - - - ::., ":',';"',".......:::.. - - - - C en's'lis - T ra c t ' '~~~o Application Number 91AP03665 Permit Number Project Group First 100-C MI ~,~ \:':\ 0, '<. \; \ \ iif;;\, \. ,;2;',>t:is{l~:: ", } {;:.',:, ! ~'.~,f ~,,;;:, \i,,~V:i,!;i;J; ~,: 1 ~hr9;l;lgh 6 ;;; ,J ~/, 'L::~~j~>;/~/f~>i '>' ...:' ',.',i'.',,' ~\:t ~/ ;}i;:'c0b~:)~~~;~, ;;',~t I " ,"'" '.:: 't~;.}, ';'(. .~'n \:~\ ,i j: '\,c; ,ie.' . ~" , (.V \~;;. Building Valuati v<;;, --------------~,~- Counci I Di ~tt:ri "'~::(,.. Construction Type Residence Business Other New Repair Remodel Addition [ ] [ ] [X] [X] [ ] [ ] [ 1 """"''''''c'%',m.~:!~!~>'',^,b'''''' ,,;,",;; Type ,:; .;/;6' ;Y.l~ :{ f.,,<''''- ';,';'/ ".'j ;,~':iiJ;}" " Inspections Required Status Code 19 . Foundation Framing Insulation Plumbing Mechanical Wallboard Final [X] [X] [X] [X] [X] [X] [X] ===================================================================== P\~ ,.;,~ '7 - ~q -G? ( . ~~ 0//9/91 . (~u'" {~~~ I ". . ---M-E-M-O-R-A-N-D-U-M--- DATE: August 19, 1991 TO: Building Division Manager ~ 1111 Carr Blvd. FROM: Ron Hough, Planning SUBJECT: SCHOOL SITE PLAN -- --0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0--0-- The Planning Division has reviewed the plans for the new elementary school at the Brentwood Circle site. It appears that the minimum standards of the City will be met and I have signed the permit application form. There is one area of remaining concern that I would like to have passed along to the applicant or architect. That pertains to the area between the school and the north property line. It appears that the pedestrian features don't come together as they should in this area. The pathway from Carr (paved pathway?) goes past the play area and dumps onto the fire lane. Although shown on some plans to be paved, the fire lane may be gravel or other surface material. There is also a concrete walkway leading from the bus area to the doorway that should probably be extended to connect with the aforementioned pathway. I am attaching a sketch to illustrate how the concrete walkway connection might be extended to meet the pathway. This is not a condition of approval, but simply a request that it be reviewed by the architect. . . . .. '.. . - -J '\ ..=\:- \J ~ -:r -0 i( '. '..i:) ~ J I '. .C" . " t' 1 I '. ~, ..,.,l',p.....::. _.) ~ -~9 t-~~ A \\.., '\\0 , ~/' j." . ~/, ,:..J- ",'/ r.' . . ):/ . "IV) ~ . /. 'f/,'\,' -;. .:~; : ) . .. : I <. \ J- .:, .,.,~. .:. ~ .. Ui._ ./ , '- ",' ---r. -;.' .) :<t /1....... .~ ~.'.- ' " '.,' ';" . / I." ", ~/~\ ( .. ""- ),.. -~~/-: .X-7 I ~. ;' . . . l' <, ~ -. ~~ -' . " . ',." .. '.. . , ~. .' '.' ,,:'. "', .:;', ! .. "" "C, " ",' , . I .-:,. ',' :~' j ,.'~ ',';. '. , . ". 'c' " '.- ;. '. ," fl' ." \J t- t~ ' D t-- ~ () '\J \'.L DL.. 7.\- ~~ -{ ~ \Ii ": .j" . ~-'. ,... . ~.~~._- .' , .' . II . .! w '7 \\ ! ~rL~'. IJ\U ~D :)7.~ .E.,-:) ';i D (~ \' !r._~ \ \ , ~~. .,-;",:,,;~ D~ '. I ~ '-- ,", j' \.J J . , ~t- ~I I!IiIlIII -r l\__. &1 ....,\ r /. .u .~ .-... .,. ...II. BITTERLING. CRICK & EVENSON ENGINEERS. INC. 4905 Pacific Hwy. East. Suite 4 Tacoma. WA 98424 (206) 922-0446 Fax (206) 922-0896 BUILDING ENVELOPE HEAT lOSS BUDGET CALCULATION FORM JOO: J::)('~~r+ Of"\ l::1t,rr\L.,\t~ =*' 1 . BUILDING GRots SQ.' FT. ~ooo______ BUDGET (PER ENERGY CODE) ASSEMBLY U VALUE AREA (SQ. FT.) U )( A 'Sl;2..S "'\ Q. '2-~ 1.2. ~g"i Ili.)~ _ '!, f. ~11.._ _.!.J~~ F VALUE LENGTH (fT.) F )( L -- ,'5.4 \ \ -2.>(; BUOGET TOTAL WALL ElLING/ROOF . f'LOOO Si.^B PERIMETER' PROPOSED DESIGN ASSEMBLY U VALUE AREA (SQ. fT.) U lC A ~ () . 0 "':>4 to ~:,1l \ \nJ.\. &1 ~'Ss O.S~ ~ I t.~u. 'D, O. Z-'S I/o?, L1L _\Zoot' O.01..tt '2,z .~. , , tf3q .-- - - - - -- .. . - F VALUE LOlHH (FT.) F lC L SLAB PERIMETER' . n.&s4. , ,~u U\~ PROPOSED TOTAL -. -y:{ ~ t. To meet the Code. the Proposed Total must be no greater than the Budget Totel. 'Optlonal If parmltted by Building Olllclal . I , toW'\ P , \ 'L~ \JI 1 I et)cL e, r/ CRICK EVENSON ENGINEERS 2719 RUCHESTER SlREET WEST iACUMA. WA 98466 ill! [i::1< f":Li!I!"!EF::i:: T AI... H')(1C I...U{~D~::; F'r;: UC;R (11'" CI. T !1 (lI! i)(lT 1:1 :: '11: [(,!I !!l)I'.!TII CJ LI' i" ii e) I:' 1) !:::Y j:: LI L. Fl UI.JTUUL!I< C,.I!:.'I F;I..JI...U [ I!UCI(OIF:: I:::!:: I.. " IIL!I! PROJECT: CLIENT: DATE: HE:EiIFI:.'TU!1 EI...FIIE!!!!,!:: i jJCF. U"; / ~?H / (71 DEi, T GIIF.:P: OUL T i,IDC,e)!:; i)P',' I3L'1.. C j,F::;"1 T 1,1(; J !1 / (jlJTUUU!: c[,r:.'!::[I:T T'i!! L> I F'F " ,j II!!L I: 1'1 F t,! F~ F: R , (; i!!..I :":: I::'" I:: FF; H II P,I~: ../ l.! T i\l! !.I':: 64 :";[1':':. ./ E ~ ....4" ,~::' 1 ... t /:, 6:":? :; (71":~ ...:' CJ .... /:; .. ~::':'~ /:~ ..'.::' 1 ... \...' :",") :.::~ :; (iJ '~/, /8 -:"D.. 1 ~::; .... /1. '.. ~;IJ "':Iii"/ xu ? ~':' " u:? ... ([1/) (?) "':;U':<', 70 V).. DC) ./ C) ;':'; 1 ':'.'i4 .....,..:1. ,::....:. ,;! IF T<;"d FTdJJ Ii; I T I,!FU!::II;'")T I CIl'!: r:"..'),! !C:T F 11.1': i!(':IIF ~ \' 1:;11.[ EL:'T l.ue()I I UI,! : !,,(',I::UIIEIH I C F'I:..E~:3~JL.!F:E: (:,LT [TUnE 11\1 I::EFT: !\FGI::F Fi, t,fUI::TI....1 L(lT ITLIUF.: !'!E ('11'! D(1 I 1... \i 'IE!'IF' E:P(1 TL!PF F:nl\IL~F:: !'FF:CFr!T UF 1.1. hIlT I Ill') IU(~)UTU C::f!!'!U" HF'(iC;I: ',T(',I:'T I h!e:T II'IE r:C'F:: I!\./PtC LO(.iO C(':LC:IJL.(.',T I CII\!~:;: lile, T !!e, ! II"1F r:ul::: !-f'v'(iC LU(~,D C(.lLC:LJL.(,T T O!,I~:;: FLUOR HEAT LOHS COEFFICIENT: I!L'111:1!:.. [IF 111.1 I [}UE ZUhll:~::) I hi Till (:: FF:U,)I:C:'I: ((I..ITLD!!\!!) ()FFt:'!'L.I '.)AL.UF~::;: 1.(',1..1" 111:;1 I. CI I"! H FEF:F! Ir::t'1FD : SUMMEP VENTILATIUN REQUIREMENTS: ~;1!11t'lli:: I 1'11: T LTr::(,II. (IN r::F()U I r::Ei"1F.!'.11 ~3: 10,1 T i,1I FT: '/FI\IT I LJYT I. nt.1 I::E(}I' I R[J'!E::J\IT~~): WINTER JNFILTPATION REQUIHEt'1ENTS: I I C'i!IT T rlC, PEP!) I r::EI'i!F!.IT~): F.(ll..1 T F'liEIIT r::IC)U I. 1::EI"IFI'IT~.:c;: 7UNE SENSIBLE HAFETY FACTUR: /UI,IF I.(',TE:!"II HtlFE:T"{ F'(.:iC:IUF:: 7UNF HEATING SAFETY FACTOP: I'FUFI...F ~:,Fr'~:; I PL.E L.U(~D MUL.I'1 1"1.. I [F::,~ !'IUF'i...E !...(.)TE:NT L.or)\) ""-1111 T I E'L. J ER: I'F.UF'IF. UCCUF'()t'IC:l Fl('i~:; I. s: FEOF'LE DIVERSIFY EACTOP: E:BHEt'1ERTN 8PEMERTUN, WA ::?Ci'. '/ il6 l' ,.., .. (::~ ..::. 47 17 100 8 AM 5 PM 0.5~ STUH PER FOOT OF SLAP ~!. ~.:.:j BiTIII HF:(YT 1 r.IF-) !'ill!) [:C)C'Hd I !\IF; LU(,ll)~:; 10,,000 eEM PEP F'EPSON 0.000 CFM PER PERSON 10,,000 CEM PER PERSUN 0.000 eFM F'ER PERSON t .. /!cm vJ(yr T~} PEP ::~;UU('ir::r::: FTJlTT 0,,700 WAlTS PER SOUAHF 1"001 :1.0 ~:.:j :,;'('1 180 BTU PER PEHSUN t ::;;:0 Dr!.J PEr;: F'EF,!::;UI\1 1 F'ERSON PEP 70 SQ"Fl 1 fr.' G~ i~ '/ U\ J I CI< C:CWII'lfJ'" I ('d.. HW'C I UP, D;; 'HU<3,':!\n BY FI I C L L'OF Thlt\PI DE ')FLOPI'lF nl I "IC .'" 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IN. !ONE NU. !'EAk L(I(:'ID~:; I'I:;:UC;I;'(:,ll F:Y E L III SUFI'I!J(~F:L DE')F !DI'i"1Ft,l! 1 "Ie ."~'X rACOMA. WA 98466 03/28/91 PAGE 23 (" I r-:;: ~3 'l H . r F "'1 7: D '\1 I HI J tl II ('I n 'y'* .*,1, .*. +': .~. -*."'. .~.~.'" .*.~. '~'~'*~'1~' .!'.'- .*. .~~ * .*. .,*11.11. OESCRIPTION ELOOR IIi"1F & MON1H AREA '.' " , tltlF t {, ':? (,,11 II LIII' 17, Zi]I,IE I , :::: I'I'! ,JL.!!.II 1:1. '.>' CHI r: IEl ::; F'I'I .)I....!I,IE .. ( Dt,lF 1. Cj' /,. 1'1'/ J II t'l F '/?) ? (] 1\1 I:,? U (~,!" .J l.ll'IE 21.. lONE 21 5 PM JUNE Z UI,IE .,?~::: ::.:; !' 11 ~3 F ,,' FI'II..\ r I:: lONE ~~ 5 PM SEPTEMBER 24. ZONE 24 5 PM .JUNE 25.. lONE 25 5 PM JUNE 26. ZONE 26 5 PM JUNE '.\7 ?: D t../ F ~:? ;:;.. 11 (It.j HE::i:;"III'IHEI;: ",:H" 7C.!tll:: ",:'H ~::; "1'1 JUNE 29. 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" ~~ \ \ \ \ \ \ i f}1&fl \ \ REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner oj.. 7~ eo"" CY....-J r:... The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins /~ Rushforth Construction - 1 copy + 7~ to Yf c:.y... te- 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford - .-~ f' ,- - r" lID ~..... . . ... ~ lie. fOJ .' I I', - .: .~ LS U1J b ,--' I....J - OCT 2 8 1991 CRUACRTON BUILDfNG DEPARTMENT ~. .. 300 N. Montgomery DATE JOB NO. October 23, 1991 B-78l9 PROJECT Elementary 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 55 "at 10 :00 AM Overcast "at PM PRESENT AT SITE General Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 Poulsbo; Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Program Management Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Tim Rogers, arrived at the site at 10:00 a.m. for an inspection of concrete and rebar placement ~n the bus loop curbs and the phase 4 footing. The inspector cast three concrete cylinders to represent each area. The concrete was poured directly into the forms and mechanically vibrated. The inspector visually examined the rebar placement and found it to be in com?liance with the structural deiails. The concrete information is as follows: CURBS: 5~ sack concrete with 7/8 aggregate. 1950# - 7/8, 1270# - sand, 517# p.c., 1% pt-20/yd., 8 oz. pozzolith/cwt.. 40z./AEA/yd. SLUMP: 5~", AIR: 5~% FOOTINGS: 5 sack concrete with 3/4" aggregate, 1900# - 3/4, 1470# - sand, 470# - p.c., 12 oz. pozzolith per yd. SLUMP: 4~" Field Technician: Tim Rogers SIGNED Approved by: Penn COPIES 10 300 N. Montgomery DATE JOB NO. October 24, 1991 B-78l9 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 55 <>at 8:00 AM Overcast Oat PM PRESENT AT SITE General Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School Dist. - C/O Heery Program Mgt. Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Tim Rogers, arrived on-site at 8:30 a.m. for a concrete placement. The contractor informed the inspector that the placement was rescheduled for 11:00 a.m. so the inspector departed the site and returned once again at that time. The placement area for the concrete and rebar was for the bus loop curbs. The concrete was placed directly into the forms and the rebar was positioned as the concrete was placed. The representative cast two sets of concrete cylinders. Slump and air tests were conducted for each set. Results and truck information are as follows: . SET NUMBER I SET NUMBER 2 Supplier - Kitsap Ready Mix Supplier - Kitsap Ready Mix 5\ sack with 7;8" aggregate, 1950 lbs. 7/8", 1270 lbs. sand, 517 lbs. p.c., 2%/yd. PT20. 8 oz./cwt. Pozzolith, 4 oz. of AEA/yd. (Same for both sets) Slump: 2%" Slump: 2 3/4" Air content: 4i% Air content: 5~% Truck II: K-l Truck II: K-8 Ticket II: 06644 Ticket II: 06653 The compressive strength test results will follow the 28 day tests. Field Technician: Tim Rogers SIGNED Approved by: COPIES TO ~eneral Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 N. Montgomery DATE JOB NO. October 22, 1991 B-78l9 PROJECT Elementary 117 LOCATION Bremerton, Washington CONTRACTOR OWNER . Rushforth WEATHER TEMP. 45-50"at 9:00 AM Rainy Oat PM PRESENT AT SITE , " Bremerton Permit II : 12587 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Program Mg Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 7:30 a.m. to ~n- spect reinforcement in the footings of portion 2, gridlines 3 to 5.6, line A to C. 3 to F4. All reinforcement was observed to be in place according to the approved drawings and specifi- cations. The concrete placement began at 8:00 a.m. via pump truck. All concrete was consoli- dated ~n the forms by vibration. The foundation walls of the elevator also were placed. A total of 43 yards were placed. A sample was taken at 8:10 a.m. and three cylinders were cast. The slump was 5". A second sample wast taken at 9:05 a.m. The slump was 3%". The mix placed this date was a 5 sack, 3/4 aggregate with 12 oz. of pozzolith per yard. Field Technician: Penn Seely SIGNED Approved by: COPIES 10 ,/ ~eneral Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 N. MONTGOMERY DATE J08 NO. October 18, 1991 B-78l9 PROJECT Elementarv 117 LOCATION Bremerton Washin~ton CONTRACTOR OWNER Rushforth Construct on WEATHER TEMP 55-60 "at 8 : 55 AM Overcast "at PM PRESENT AT SITE PERMIT NUMBER: 12587 Poulsbo (206) 779-9196 · Tacoma (206) 272.6880 TO Bremerton School District C/O Heery Program Management Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative. Richard McCracken. arrived at the site at 8:55 a.m. for a resteel inspection and a 10:00 a.m. concrete placement inspection. The concrete arrived on-site at approximately 10:50 a.m. to 11:00 a.m. Th~ rontr~rtor placed approximately 13 yards of a 51 sack, 5000 psi concrete into the first 16' of seven C-2 columns of portion 1 at the east side of the gymnas~um off of line 8 between lines H to K. The inspector informed the contractor that the first truck was batched out with no a~r entrainment added. The contractor contacted the structural engineer (Tsang Partnership) who gave the go ahead for placement. The resteel was checked by Penn Seely of GTL. before the sono tubes were placed. The additional resteel was checked before the placement of concrete and was found to be placed according to the structural plans. page S30l. section 6J. Three cylinders were cast to represent this placement. Truck II: K-9. Slump: 4". Air content: 2.7%. Temperature: filo, Wat~r ado~o: n e~llons, Time: 11:20 a.m. Inovice II: 2582, Admixtures: 10 oz/cwt. of Pozz. Field Technician: Rick McCracken SIGNED Approved by: COPIES TO ~ . '~l .L -il . i\J \j i/, ~; ,;;'1 ': ~ .:iC:' .:'.1 () i ,1.. \j'J I~,) ": ;: '~I_:, ']~'\JVr'~ f:\,,:};" '-?1 ~ 1 L(11 \1~~j~ Cl L 1. 8>b --V .M } o~ )'F'o J 7lN Po J?rl ?Vlf? I +l-~ 0 1:.b~'Z ~ J /'1. - b L L J-;~}I/>;7./t?~/cr/ (,~JJl 1'./)9 rri ~.tt--n}(J bop q, 6 -V' M ~cJ-'7?J~ j~fY) ~(J0zl ")j (I ~ 0 1'"2 ~ ) L ) L - <2 Ljr ~ lfr>rJ1! -+ ?w, Jo; hi!)) d J0f JO) r )111J~ --Z b / G <Z./~ )--7.1 h::Ji.cp }-d s,C"f- -* '7:::1 +1SntJJ -4t- -X11'n Y) ---;~9 -1::-3:. P I 0 J -+ )yY'JJ4 >- )>>Y1f?S ~~J;1 os ~ 'i) <9\ NO~jl'~!'~iOtJ ){~r:H~) };~:"'.,. J J',1,~ ._.~ e :.~'~:;i.. ..~;~:.J' :(Y~~n.:'r': " ~;';"":'-.~'<~.:- .j~'?; 1:;U,\'),.;;:;_; '~~i:dl:- ~;:,"'" /,";.~:' :":I!D ,\ G,-:::~~ \ :,:Jt; c: d '.) \ . :\<=~ 't; >\:()..,~)\: ,(j,,", ~ '~) I :~. '~:l:~;~,\! . ::"." .f.....~. 300 N. Montgomery DATE JOB NO, October 8, 1991 B-78l9 PROJECT Elementary School /17 L~ION Bremerton, Washington CONTRACTOR OWNER t . Rushforth WEATHER TEMP. 55-60 "at 10: 30AM Overcast "at PM PRESENT AT SITE Citv of Bremerton Permit /I : 12587 General Testing Laboratories, Inc. 18970 3rd Ave, N.E., PO. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) ii9.9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Progam Mg Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 9:45 a.m. for a reinforcement inspection of the footing in the south portion of the proiect. gridlines H at 6.1 to all footings south. Due to a miscommunication at the GTL office. the inspector left the site to obtain the ne~essary testing equipment for the concrete. He returned by 10:30 a.m. The first concrete was placed by truck chute and consolidated with vibration. A sample was obtained at 11:10 a.m. and three cylinders were cast. Test Data: Truck II - K-7 K-8 Temperature - 660 670 Slump - 2 3/4" 3%" Yardage - 8 33 of 40+ All reinforcement for the perimeter footings and the 7. F4.0 column footings was observed to be ~n place according to the plans and specifications. A second sample was obtained and three cylinders were cast. All concr~te pl;lc~d W;lS ') s;lck, 7tH" ;l~grp~;:!t"p with 17 oz.tyrJ.. of po?? tJRA Compressive strength test results will be available ~n 28 days. r:' "-.,- r lli1 L::, U l ~ U \_: OCT 1 8 1991 ,--- '-::'\ if"" '1'1 l:..:J j t ~ IL) CREMCRTON ~mwiNG uitrJUUi~lfiii Field Technician: Penn Seely COPIES 10 OON:IE~~~RT Approved by: _ Penn Seely, Lab Manager ) REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton>> WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma>> WA 98402 ATTN: Randy Robbins Rushforth Construction - 1 copy 1308 Alexander Avenue E Tacoma>> WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton>> WA 98310 ATTN: Janet Lunceford "," 300 N. Montgomery DATE JOB NO, October 16, 1991 B-78l9 PROJECT Elementary 117 LOCATION Bremerton. Washinl?:ton CONTRACI"OR OWNER Rushforth WEATHER TEMP. "at AM Partly Cloudy 50-55 "at PM PRESENT AT SITE Bremerton Permit If : 12587 General Testing Laboratories, Inc. 18970 3rd Ave. N.E., PO. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Prg. Mgt. Bremerton, WA 98312 THE FOllOWING WAS NOTED: General Testing Laboratories representative. Penn Seely. arrived on-site at 10:30 a.m. for a reinforcement inspection of the foundation walls of the gymnasium and music rooms, and the footings from the main entry vesibule and classrooms 129, 130, 131, to the gym wall at line n.l. All reinforcement was observed to be in place according to thp drawinEs, The concrete placement began at approximately 11:30 a.m. via pump truck. All concrete was consolidated In the forms by vibration. A total of 52 yards of a 5~ sack 7/8" aggregate concrete were placed. Three sets of samples and tests were obtained during the placement. SET NUMBER TIME CONCRETE TEMPERATURE SLUMP YARDAGE 1 12:05 660 4" 16 2 1:15 670 4~" 33 3 2:20 660 4\" 52 Three cylinders were cast with each set. !~ ~ Field Technician: Penn Seely SIGNED Approved by: COPIES 10 ~ REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Rushforth Construction - 1 copy 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ~ ..~ ~ ~"- C') : 7 , !:sI ~=>;.' i}1' ,-/ "<lJ" r '.' ., ,- } ...7 " . .1 R 'f ?\" ,I......; f:iJt ~ r---~ { -. ("~'" '<<...~~...<- ~ fi? ~. (" , /1 [:;- ." 't, J" '-::::---, C,:-. .r- ",'~.rl,~,:.~:~ji;~ ~ . -~';'""'" ',' :":..;" , , . ;.; ,'~ :~r,~7[~~)' ".,: ;;",,~,< .: :'t~t~; . ,". tf:<.::'" " -~;'~ f<>-'; I "'1' " L . ~ ", .", ,. .~ .i' REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner + 7 ,#I.4.;t eo," C ",<<1- r:.- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 ~ t~ " cv<< t~ 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ""::I ::;: .' 7 G5 C':') fo! 1-:J ~:. r"Tj , 1 'V;:; ~ --I' :.0 a ~~. S;' n, ~ 92 ~ ,- -->. <..0 CD ...... z o 0;;;;:: <::> 0"';) ~,.oJ [if L II r:- ~ I.Jl .: c.... --., ,--' I' l.......... t {jtt , ~ General Testing Laboratories, Inc. 18970 3rd Ave. N.E., p.o. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 N. Montgomery DATE JOB NO. October 31, 1991 B-78l9 PROJECT Elementary 1/7 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 40-45 "at 10: 3Qo\M Overcast "at PM PRESENT AT SITE Bremerton Permit 1/ : 12587 Poulsbo (206) 7i9-9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Program Management Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 10:30 a.m. for a resteel inspection and concrete sampling during the placement of footings and stem walls. The location of the placement on this date is as follows: Footings: From C.6 at 3, to E.6 at 4 D.4 at 3.4 to E-3 Stem Walls: From F.6 at 4.7 to G at 4.4 G to H.3 at 4.6 A total of 8~ yards of 5 sack 7/8 agg. m~x was placed. The slump was ')~"t mlX tf>mp - fl70. All reinforcement was observed to be in place according to the specifications and drawings. All concrete was vibrated. Field Technician: Penn Seely COPIES TO SIGN:~f;t~~~~RT Approved by: Penn Seely, Lab Manger \ . lXJ --., ,..... ---~ IS U. Le' II ~ 7l!;f "iUJo -..j ..1 ~ . <_. : I NOV 1 .2 7991 .. fRn'-r r(!!\} fJl :/' "'/'\1 ~,_ ~ . 'I . .' r: . '. "n-, .~." . c_.' . ,iilff'/7 ( B-1gti \ REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner 1- 7,~ ~onc'f"~1r:..- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7~ e"Yf<:'V"~ t~ 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford r-' " _.. p~~~-- General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.o. Box 1586, Pou\sbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY fI7 CONJ"RACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX REPORT NO. NO. 2 B-7819 DATE CONCRETE SAMPLED 10-8-91 LOCATION OF CONCRETE PLACEMENT EXTERIOR OF BUILDING LOCA TJON SAMPLED SAME INSPECTOR PENN SEELY COLUMN FOOTINGS (7) F4.0, FOOTINGS AT SOUTH END, NO. YARDS PLACED 33 OF 40+ MIX DATA: TRUCK SAMPLED K-8 TIME SAMPLED I: 10 CEMENT 5 ADMIXTURES SK. TYPE POZZ VII MAX. SIZE AGGREGATE 7/8" AMOUNT 12 OZ/YD SLUMP 3i" REQUIRED SLUMP 5" MAX WEATHER SUNNY AIR CONTENT NA REQUIRED AIR NA CONCRETE TEMP. 670 AIR TEMP. 60-650 REQUIRED 28 DAY STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET #2 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 2 A 10-15-91 7 3680 2 B 11-5-91 28 4880 2 C 11-5-91 28 4950 CERTIFIED BY: GENERAL TESTING LABORATORIES L-(~ LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. NO. B-7819 PROJECT ELEMENTARY fI7 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KIT SAP READY MIX DATE CONCRETE SAMPLED 10-8-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT FOOTINGS FROM GRID FOOTINGS TO SOUTH, INCLUDING LINE H TO 8 P. SEELY LINE H AT 6.1, ALL PERIMETER LOCATION SAMPLED LINE 8 NO. YARDS PLACED 8 OF 30+ MIX DATA: TRUCK SAMPLED K-7 TIME SAMPLED 11: 10 CEMENT 5 ADMIXTURES SK. TYPE VII MAX. SIZE AGGREGATE 7/8" AMOUNT 12 OZ/YD POZZ CONCRETE TEMP. 660 AIR TEMP. 55-600 SLUMP 2 3/4" AIR CONTENT NA REQUIRED SLUMP 5" MAX REQUIRED AIR NA WEATHER LIGHT OVERCAST REQUIRED 28 DA Y STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET # 1 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. A 10-15-9 1 7 4390 B 11-5-91 28 4850 C 11-5-91 28 4950 CERTIFIED BY: GENERAL TESTING LABORATORIES 2__ ()~ ) LAB MANAGER ~\ General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 N. Montgomery DATE JOB NO. November 6, 1991 B-78l9 PROJECT Elementary School fI7 LOCATION , Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP 50-55 "at 7:50 AM Overcast Oat PM PRESENT AT SITE Pou\sbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School Dist.-C/O Heery Program Mgmt. Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Rick McCracken, arrived on-site at 7:50 a.m. for a continuous concrete placement inspection. The contractor placed 84 yards of a 5~ sack, 4000 ps~ concrete m~x for the interior slab area of Portion 2, Rooms 129 thru 130, Rooms 147 thru 150. Corridors 176. 180. 107. 102, Room 115, and Vestibule 123. The inspector checked the slump on every third truck as according to th~ structural sp~cifi- cations. One set of cylinders was cast to represent this placement. The wire mesh (6x6) was pulled up into the concrete by th~ finish~rs ol1rine rhp pl~rpmpnt TRUCK # INVOICE # SLUMP AIR % TEMP . WATER ADDED YARDS TIME CYLS . CAST K-15 6716 4~" N/A 710 8 gallons 10 8:15 K-4 6718 3~" N/A 690 26 8:50 1 set K-15 6720 4" N/A 670 43 9:25 K-4 6722 5~" N/A 680 59 10:05 K-8 6724 4" N/A 78 11 :05 Field Technician: Rick McCracken COPIES 10 FIE SIGNED Approved by: .3. '-.--' .>.'- - .-. ._~:...,. ..- .- REPORT DISTRmUTION LIST'=:'~~~::"::-'::;'-'~,' '< 00 Project Name: BREMER TON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, VVA 98312 ATTN: Mr. DavidVVerner The Tsang Partnership - 1 copy 748 Market Street lacoma, VVA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East lacoma, VVA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 lacoma, VVA 98402 ATTN: Mr. Jim Collins [fu~ G ~ U \] r5illJ MAY - 7 1992 , qrnrcTON :'.J:.:':r"S i.JL.n'.R;;i'l~N1 General Testing Laboratories, Inc. BREMERTON PERMIT #12587 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 . (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MORTAR TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 GENERAL CONTRACTOR RUSHFORTH MASONRY CONTRACTOR JOHNSON DATE MORTAR SAMPLED 04-06-92 SAMPLED BY LOCATION SAMPLED EAST ELEVATION PHASE 3 COURSE 35 &36 WEATHER OVERCAST AIR TEMP. RANGE REPORT NO. NO. 6 B-7819 JIM COMNICK 45 - 500 MIX DATA: TYPE OF MORTAR CEMENT SAND LIME ADDITIVES TYPE S I SACK TYPE I/ll STRENGTH BRAND PREMIX 22 SHOVELS ~ SACK 311 COLOR REQUIRED 28 DAY STRENGTH, 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS 05-04-92 AGE 7 28 28 UNIT LOAD PSI 2120 2980 3090 NO. 6 6 6 LAB NO. A B C SIZE 2X4 2X4 2X4 DATE TESTED 04-13-92 05-04-92 CERTIFIED BY: GENERAL TESTING LABORATORIES MAr ~ 0 1992 LAB MANAGE R " ..., __~_~ ~ ..~. _ -'_ n ---~ ;"+'-. ~.' . f - -.' .- NOV-- 1-91 FRI -,,/ 9:28 BeE ENGINEERS, INC FAX NO. 2069220898 P.01 ~"''t'. ffi1 ....-... - ,........ - : -, l~ r; ~-r' f'" l-~n . . . , 11 1. 1";< fl I l.:::J \.' 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() r ~~o 'd 8''''8-C'''ROr'') 'Oil yu 1 o J(.G')"IJ~.J ..1\ (!v:~ r - ::u> :r..: ~ fl1()::.tL J. Q'~ll\~~ -- ~~~3" 11 ,r ~.." tJ I" \- 'st~!\ 11q fl 0 is l; \\\)\i r. ifi ~ lP . '....'1::',.r:.!J .~~ tt. ,.~, ... ' r" r- r;\ . r I.f . ~ .~. ~l~'~ ?li\ fl '..,~ \ -\l''''' ),~," .~ ~.' J..... ;t-: 1';; f-' ~.. ,. ~ 1)1<l' ~ "; ~, ~ l1h{~N E8~,C; ~5.i~ ~~Q '\\ ~~ C-N 'Vi p ~\l l~ ,'l::.b, !~:;t\;~\" 1',,,<\0;.(:) .PI "'N' ~r-d4 ,!;: ~"",l:.;t\ t\\'-&N) :~. tJ\ ~\ lJ1' )'. ~'l\-\ t~\ ~ Ii Z aNI 'SH33NIDN3 308 8E:: 6 .1\1.1T 1"1,..f -i\(IP G.... ~'\.. ~ 11 ..>l~ ..ollIllII -. .~, ( f}1gff \ \ REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner +- 7 ~ eOYltT-.t c.- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 ~ to" c.,.-e tc... 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford 11 II ~{ ~= i~ ~~. r, '; ~ ~~= ;111 UU L:.:J ' - L_:J.J -. L:.'1 lQJ NOV 2 " 1991 :: 2L,r~;=~TO~I,J IJL'I~~l~!G DlPP.:ITMENT I': ,;. General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT ELEMENTARY 117 REPORT NO. NO. 6 B-7819 CLIENT PROJECT CONTRACTOR CONCRETE SUPPLIER KIT SAP READY MIX DATE CONCRETE SAMPLED LOCATION OF CONCRETE PLACEMENT 7 8 BETWEEN LINES H TO K BREMERTON SCHOOL DISTRICT RUSHFORTH CONSTRUCTION 10-18-91 INSPECTOR R. J. MCCRACKEN C-2 COLUMNS LOCATED EAST SIDE OF GYMNASIUM OFF LINE LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT 51 SK. SECOND COLUMN FROM SOUTH END 7 OF 13 TRUCK SAMPLED K-9 TIME SAMPLED 11: 20 TYPE I/II MAX. SIZE AGGREGATE 7 /8" AMOUNT 10 OZ/100 WT ADMIXTURES POZZ SLUMP 4" AIR CONTENT 2.7% * SEE NOTE CONCRETE TEMP. 610 REQUIRED SLUMP 4" REQUIRED AIR 5:tI1% AIR TEMP. 55-600 WEATHER OVERCAST REQUIRED 28 DA Y STRENGTH 5000 PSI * NOTE: NATURAL ENTRAPPED AIR COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 6 A 10-25-91 7 4610 6 B 11-15-91 28 5980 6 C 11-15-91 28 6010 CERTIFIED BY: GENERAL TESTING LABORATORIES /;) ~ s,~ \ LAB MANAGER ... General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 N. Montgomery DATE JOB NO. November 13, 1991 B-78l9 PROJECT Elementary School fI7 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 45-50 "at 10: 30AM Overcast w/rain "at PM PRESENT AT SITE BREMERTON PERMIT /I : 12587 Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 TO Bremerton School District - C/O Heery Program Management Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 8:00 a.m. for inspection and testing during the placement of the interior floor slabs. The location of the slabs placed on this date: Grid lines A to B.5. lines 3 to 5. and B.5 to D.5. 3.6 to 4.6. Classrooms 154. 155. 156. and the computer room. 152. and corridor 175. Also placed. slabs at grid li~es G to H.3. 4.6 to 5.7. Reception 104. Health 106. Principal 108. Lounge 109. and Restrooms: girls 112. boys 113. The inspector observed that the electrical conduit had been placed on top of the welded wire fabric in these slab areas as opposed to being placed in thp gravel layer beneath the plastic vapor barrier as in other slab areas. This would tend to force the wire fabric against the vapor barrier where conduit wa~ pre~ent. Thi~ wa~ hronehr to the attention of the contractor and the Heery Program representative. A sample of concrete was obtained at 8:25 a.m. and three cylinders were cast. The slump was 6". No water had been added on the iobsite. The finisher requested that the ready-mix su{>plier deliver a 4%" to 5" slump concrete. This was radioed in by the driver. A second sample was taken at 9:20 a.m. and measured at 5%". No water was added. At 11:20 a.m.. after the pumping unit had moved to the west side of the project for the administration area slabs. another sample was taken and a second set of three cylinder~ were cast. The slump was 61". All concrete placed was a 51 sack, 7/8 aggregate mix wirh 8 07.. of pozzolith WRA per cwt. and pozzutec-20 acceleraror dosed at i%. At approximatply lO'4~ a m. it began to rain and the slab areas that were already placed were covered with visqueen. Approxi- mately 87 yards of concrete were placed. Field Technician: Penn Seely COPIES 10 FIELD REPORT ~ >Jd"-. C::1r.lIl.lI::n .r (MSfj ( REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner 1- 7~ ~oYl('f"...1c..- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 k: to'" CoV'" te- 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford 1lJ" D' 4, L.s I . I ,0" '" ~ . _/~.s r I, r,@, ..j u' Ls f1 NOV 2 ' .. U -- /991 B [Rpfl- WIDING 1.1..;.'~rON D~pIID-" .. J'j.1 MEN! General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT 1112587 CONCRETE TEST REPORT CLIENT PROJECT CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITAP READY MIX DATE CONCRETE SAMPLED 10-16-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT FOOTINGS: G TO K, LINE 4.5 TO 6.1 ELEMENTARY 117 REPORT NO. NO. 4 B-7819 BREMERTON SCHOOL DISTRICT PENN SEELY LOCATION SAMPLED LINES 5 TO 6. H TO J NO. YARDS PLACED 33 OF 52 TRUCK SAMPLED MIX DATA: K-2 TIME SAMPLED 1: 15 ADMIXTURES SK. TYPE POZZ I! II MAX. SIZE AGGREGATE 7/811 AMOUNT . 4 1 OZ/YD CEMENT 5~ SLUMP 41,11 AIR CONTENT NA CONCRETE TEMP. 670 REQUIRED SLUMP 5 II MAX REQUIRED AIR NA AIR TEMP. 560 WEATHER PARTLY CLOUDY REQUIRED 28 DAY STRENGTH 4000 PSI SET 112 COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 4 A 10-23-91 7 4780 4 B 11-13-91 28 5270 4 C 11-13-91 28 5650 CERTIFIED BY: LAB MANAGER GENERAL TESTING LABORATORIES General Testing Laboratories, Inc. 18970 3td Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. NO. 5 B-7819 PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-16-91 LOCATION OF CONCRETE PLACEMENT INSPECTOR FOOTINGS: LINES D TO G AND LINES 4 TO 6 PENN SEELY LOCATION SAMPLED 6 TO 7, D TO G NO. YARDS PLACED 45 OF 52 TRUCK SAMPLED MIX DATA: K-14 TIME SAMPLED 2: 20 CEMENT 51 ADMIXTURES SK. TYPE POZZ I/ll MAX. SIZE AGGREGATE 7/8" AMOUNT 41 OZ/YD NA CONCRETE TEMP. 660 AIR TEMP. 55-600 SLUMP 4-'4" AIR CONTENT NA REQUIRED SLUMP 5" MAX REQUIRED AIR WEATHER PARTLY CLOUDY REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET 113 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 5 A 10-23-91 7 5160 5 B 11-13-91 28 6120 5 C 11- )3-9 I 28 5800 CERTIFIED BY: r::.~t,JI::QAI T~~TINr::. I ARnQATnRIF~ ~~. ~ LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-16-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT STEM WALLS: PORTION FOOTING EXTENSIONS ON LINE HAND P.E. OFFICE LOCATION SAMPLED LINE 8. H TO K NO. YARDS PLACED 16 OF 52 TRUCK SAMPLED K-8 MIX DATA: REPORT NO. NO. 3 B-7819 PENN SEELY 1, LINE 6. 1 TO 8, H TO K PLUS TIMESAMPLED 12:05 CEMENT 51 ADMIXTURES SK. TYPE POZZ I/II MAX. SIZE AGGREGATE 7/8" AMOUNT 4 1 OZ/YD SLUMP 4" AIR CONTENT NA NA CONCRETE TEMP. 660 AIR TEMP. 50-550 REQUIRED SLUMP 5" MAX REQUIRED AIR WEATHER OVERCAST WITH BREEZE REQUIRED 28 DAY STRENGTH 4000 PSI SET If 1 COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 3 A 10-23-91 7 5210 3 B 11- 13-9 1 28 5770 3 C 1 1- 13-9 1 28 5800 CERTIFIED BY: GENERAL TESTING LABORATORIES 2~ /W \ - LAB MANAGER '.- .{ ( B-1g(1 '. REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins .;. 7~ eOYleT".tr:.- Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7~ tOYlcv--e te- 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford lXJ ~ l~ [5 t ~ IJ ,S LID n=C 2' 199" [~""n"'''T r,L," " C~J BUlLrll\!G 'D-ipf.~TMH!T General Testing Laboratories, Inc. 18970 )rd Avenue NE, P.O. RllX 1'586, Pi1ubhll, \X!,bhingrlln 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL It7 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-24-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT BUS LOOP CURBS REPORT NO, NO. 12 B-7819 TIM ROGERS LOCATION SAMPLED SAME NO, YARDS PLACED MIX DATA: CEMENT 51 SK, TYPE ADMIXTURES PT-20 POZZOLITH AND AEA 10 TRUCK SAMPLED 2/10 TIME SAMPLED 2:30 REQUIRED SLUMP 4" max. WEATHER OVERCAST/RAIN MAX. SIZE AGGREGATE_ 7/8" AMOUNT 2%/YD 8 OZ./CWT. AND 4 OZ. /YD . CONCRETE TEMP. 600 AIR TEMP. 600 28 DA Y STRENGTH 4000 PSI SLUMP 41" AIR CONTENT REQUIRED AIR REQUIRED COMPRESSIVE STRENGTH TEST RESULTS SET It 3 CYL, NO. LAB. NO, DA TE TESTED AGE UNIT LOAD P.S.1. 12 A 10-31-91 7 3750 12 B 11-21-91 28 5070 12 C 11-21-91 28 5130 CERTIFIED BY: GENERAL TESTING LABORATORIES e~- .\e~ - ~ L LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Rux 1586, Puulsbu, Washingwn 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT ELEMENTARY SCHOOL #7 REPORT NO. NO. II B-7819 PROJECT CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-24-91 INSPECTOR TIM ROGERS LOCATION OF CONCRETE PLACEMENT BUS LOOP LOCATION SAMPLED NO. YARDS PLACED 20 MIX DATA: CEMENT 5~ SK. TYPE ADMIXTURES PT-20 POZZOLITH AND AEA SAME TRUCK SAMPLED 12/20 TIME SAMPLED II :00 MAX. SIZE AGGREGATE AMOUNT 7/8" 2%/yd. 5% j: 1~% 8 oz./yd. and 4 oz./yd CONCRETE TEMP. 600 AIR TEMP. 600 SLUMP 2 3/4" REQUIRED SLUMP 4" max. WEATHER OVERCAST AIR CONTENT REQUIRED AIR 5-'4% REQUIRED 28 DA Y STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET 112 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 11 A 10-31-91 7 4140 11 B 11-21-91 28 5590 11 C 11-21-91 28 5560 CERTIFIED BY: L-,u~J, - ) LAB MANAGER GENERAL TESTING LABORATORIES General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. Box 1586. P'Hdshp. WashingtPn 98)70 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. NO. 10 B-7819 , PROJECT ELEMENTARY # 7 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-24-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT BUS LOOP TIM ROGERS LOCATION SAMPLED NO. YARDS PLACED 20 MIX DATA: CEMENT 5~ SK. TYPE ADMIXTURES PT-20 SAME TRUCK SAMPLED 3/20 TIME SAMPLED 8:30 MAX. SIZE AGGREGATE AMOUNT 7/8" POZZOLITH AND AEA 2%/YD. 8 OZ./CWT. AND 4 OZ/YD. SLUMP 2-'4" AIR CONTENT 4%% CONCRETE TEMP. 620 REQUIRED SLUMP 4" MAX REQUIRED AIR 5%j:I%% AIR TEMP. 600 WEATHER OVERCAST REQUIRED 28 DA Y STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET III CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 10 A 10-31-91 7 4240 10 B 11-21-91 28 5390 10 C 11-21-91 28 5450 CERTIFIED BY: GENERAL TESTING LABORATORIES 9 I~~ s~ \ ) LAB MANAGER General Testing Laboratories, Inc. 18970 1rd Avenue NE, P.O. BllX 1')86, Pllulshll, Washington 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT . BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-28-91 INSPECTOR PENN SEELY LOCATION OF CONCRETE PLACEMENT GYMNASIUM SLAB: H TO K, 6.1 TO 8 REPORT NO. 13 NO. B-7819 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: H TO J. LINE 7 TO 7+10' 27 OF 90+ TRUCK SAMPLED K-8 TIME SAMPLED 3/4" CEMENT 5.5 ADMIXTURES SK. POZZ POZZUTEC - 20 TYPE I/II MAX. SIZE AGGREGATE 3/4" AMOUNT 8 OZ/CWT 1% NA CONCRETE TEMP. 690 AIR TEMP. 40-450 SLUMP 4" AIR CONTENT NA REQUIRED SLUMP 5" MAX REQUIRED AIR WEATHER OVERCAST WITH MIST REQUIRED 28 DA Y STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET #1 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 13 A 11-4-9 I 7 5270 13 B 11-25-91 28 5820 13 C 11-25-9 I 28 5870 CERTIFIED BY: GENERAL TESTING LABORATORIES 2 LAB MANAGER General Testing Laboratories, Inc. 189iO 3rJ Avenue NE, P.O. Box 1586, Poulsho, Washin!!ton 983iO The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 117 REPORT NO. NO. 14 B-7819 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-28-91 INSPECTOR PENN SEELY LOCATION OF CONCRETE PLACEMENT GYMNASIUM SLAB AND STEM WALLS: H TO K, 6. I TO 8 AND STEM WALL 6-D TO 7-F TO 6-G LOCATION SAMPLED SLAB: H+15' TO K. LINE 8-10' NO. YARDS PLACED 81 OF 90+ TRUCK SAMPLED K-I TIME SAMPLED II :30 MIX DATA: CEMENT 5.5 ADMIXTURES SLUMP 4""" SK. TYPE POZZOLITH POZZUTEC - 20 AIR CONTENT NA Illl MAX. SIZE AGGREGATE _ 3/4" AMOUNT 8 OZ/CWT %% REQUIRED SLUMP WEATHER 5" MAX REQUIRED AIR NA CONCRETE TEMP. AIR TEMP. 430 700 RAINING REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET It 2 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 14 A 11-4-91 7 4950 14 B 11-25-91 28 5730 14 C 11-25-91 28 5660 CERTIFIED BY: LAB MANAGER GENERAL TESTING LABORATORIES General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. B"x 1586. P"ulsh". W:lshint.:t()() 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY #7 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-23-91 LOCATION OF CONCRETE PLACEMENTFOOTINGS REPORT NO. NO. 9 B-7819 INSPECTOR (PHASE 4) TU1 ROGERS LOCATION SAMPLED SAME NO. YARDS PLACED 12 MIX DATA: TRUCK SAMPLED 3/12 TIME SAMPLED 12:00 SK. TYPE POZZOLITH MAX. SIZE AGGREGATE 3/4" AMOUNT 12 OZ. /YD . CEMENT 5 ADMIXTURES CONCRETE TEMP. AIR TEMP. 650 600 SLUMP 41" AIR CONTENT REQUIRED SLUMP 5" MAX. REQUIRED AIR WEATHER OVERCAST REQUIRED 28 DAY STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET #2 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 9 A 10-30-91 7 4350 9 B 11-20-91 28 5480 9 C 11-20-91 28 5380 CERTIFIED BY: GENERAL TESTING LABORATORIES v~~~ .... LAB MANAGER General Testing Laboratories, Inc. 18970 3rd A.\'enue NE, P.O. BllX 1586, Pllubhll, W,lShingwn 98370 The HART Company CITY OF BREMERTON PERMIT #]2587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. NO. 8 B-7819 PROJECT CONTRACTOR CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-23-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT BUS LOOP CURBS ELEMENTARY fI7 RUSHFORTH TIM ,ROGERS LOCATION SAMPLED NO. YARDS PLACED MIX DATA: SAME 10 TRUCK SAMPLED 2/10 TIME SAMPLED 10:30 CEMENT ADMIXTURES MAX. SIZE AGGREGATE AMOUNT ]%/YD 4 OZ/YD AND 8 OZ/CWT 7/8" 51 SK. TYPE PT-20 AEA AND POZZOLITH AIR CONTENT 51% REQUIRED AIR 5% :t ]1% AIR TEMP. CONCRETE TEMP. 650 6]0 SLUMP 51" REQUIRED SLUMP 4" MAX WEATHER OVERCAST REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET # ] CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 8 A 10-30-91 7 4030 8 B 11-20-91 23 4640 8 C 11-20-91 28 48]0 CERTIFIED BY: GENERAL TESTING LABORATORIES n ~. ~ .e;l, \. LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJ ECT ELEMENTARY # 7 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-22-9 I LOCATION OF CONCRETE PLACEMENT REPORT NO. NO. 7 B-7819 INSPECTOR PENN SEELY FOOTINGS: LINES 3 TO 5.6, A TO C-3 AND A TO F-4 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT . 5 ADMIXTURES GRIDLINES B.6, LINE 5 TO 5.6 8 OF 45+ TRUCK SAMPLED K-9 TIME SAMPLED 8: 10 SK. TYPE POZZ VII MAX. SIZE AGGREGATE 3/4" AMOUNT 12 OZ/YD SLUMP 5" REQUIRED SLUMP CONCRETE TEMP. AIR TEMP. 45-500 630 5" MAX AIR CONTENT NA REQUIRED AIR NA WEATHER RAIN REQUIRED 28 DAY STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 7 A 10-29-91 7 3610 7 B 11-19-91 28 5260 7 C 11-19-91 28 5340 CERTIFIED BY: LAB MANAGER !~ GENERAL TESTING LABORATORIES ,:;". ATTN: Mr. David Werner DATE JOB NO. November 20, 1991 B-78l9 PROJECT Elementary 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. "at AM Partly cloudY 50-55 "at 1: 50 PM PRESENT AT SITE General Testing Laboratories, Inc. 18970 3rd Ave. N.E.. P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District C/O Heery Program Management 300 N. Montgomery Bremerton, WA 98312 THE FOLLOWING WAS NOTED: General Testin Laboratories re resentative Rick McCracken arrived at the site at 1:50 p.m. for a concrete placement inspection. The contractor roximatel ards of a columns, all phase III, east side. The inspector cast three cylinders to re resent this lacement. Truck and test information is as follows: Truck II: K-15 Invoice II: 07085 Slump: 3 3/4" Air content: 2.3% Temperature: 570 Water added: none Yards: 10 Time: 2 : 35 p. m . Batch weights: 1900 lbs. 7/8" agg.. 1440 lbs. sand, 'ifl4 lbs. ~pmpnt. 10 ('17.. ('If P('l7.7. pPT" 100 The com ressive stren th test results will follow 28 da s from this date. Field Technician: Rick McCracken COPIES TO S~N:IEi?~~T Approved by: Penn Seely, Lab Mana~ ~. ;. "~.<'::.::-. - - . , ' / REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins ""' 7~ c(rnc....tc..- Chalker Engineers - 1 950 S. Fawcett, Suite Tacoma, WA 98402 ATTN: Mr. Jim Collins copy 301 1"1 .,.-~ ..-. . ,'i -G'~~'0'6 . ~~ '2.1 \992 Jl\~ ~v.t\'~~~~~.n~t~' \)U\\.t)\~(i Rushforth Construction - 1 copy + 7~ to>fCv'" tc.-. 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford " . ~-c--=:::::' ~,5' ~ , . . , , I General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.o. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company Permit II: 12587 ^. . '; CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. 26 B-7819 PROJECT ELEMENTARY SCHOOL 117 NO. CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY-MIX DATE CONCRETE SAMPLED 12-16-91 INSPECTOR SONJA BICKEL LOCATION OF CONCRETE PLACEMENT NORTHEAST COLUMNS LOCATION SAMPLED SAME NO. YARDS PLACED 10 TRUCK SAMPLED 15 TIME SAMPLED 1 :45 MIX DATA: CEMENT 6 SK. TYPE I/ll MAX. SIZE AGGREGATE 7/8" ADMIXTURES AEA AMOUNT 3 OZ./YD. SLUMP 3i" N/A CONCRETE TEMP. AIR TEMP. 550 400 REQUIRED SLUMP WEA THER CLOUDY 4" AIR CONTENT N/ A REQUIRED AIR REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. 26 26 26 LAB. NO. A B C DA TE TESTED 12-23-91 1-13-92 1-13-92 AGE 7 28 28 GENERAL TESTING LABORATORIES p LAB MANAGER CERTIFIED BY: . -.. - .~.~._-~ --.... ~ . .. ., .~~... 300 N Montgomery DATE JOB NO. January . : 6, 1992 B-7819 PROJECT C:lementary School 1/7 L~~tlerton CONTRACTOR OWNER Rushforth WEATHER TEMP. "at 10: 30 AM 45. .. Oat PM PRESENT AT SITE General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District Bremerton, wA 98312 THE FOllOWING WAS NOTED: General Testing Laboratories representative. Timothy Rogers. arrived at the job-site at 10:30 for an inspection of the rebar and concrete placement in the 2nd story columns at grid lines: b.5-c.8. 3.8-4.2; e.8-L2, 5.2-5.6. A." total of 13 columns were placed. The representative visually inspected the rebar }]acemE=>nt and fonnn that it was consistent with the structnral details. The representativE=> cast (4) n"xl?" cq,rtcrec?' samplps frnm thp fir~r 1 Y.<lrrl~ nf ,.."n,..rpr", to be placed. The concrete information is as folloys. Concrete by Kitsap Ready Mix. Trk #K-R, invnicp #077~1, ~n4 lh~ - p r., 10 "7 P"77j100 yr Slump 4". Field Technician: Timothy Rogers COPIES TO SIGN:IE~~RT (~~ L!!J ~ c:::::J [.~ C.:J f:~ ~ . '1 , .'" ! -'~;-~ REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner .;- 7.~ eo~lC'f'-t t t:..- Chalker Engineers - 1 950 S. Fawcett, Suite Tacoma, WA 98402 ATTN: Mr. Jim Collins ('.J CJ) CJ) ~ '"'"" ;;;:: ~he Tsang Partnership - 1 copy z ~748 Market Street, Suite 300 c> ~ ~Tacoma, WA 98402 ~ ~TTN: Randy Robbins E::,<.!> g ~Rushforth Construction - 1 copy of 7 ~ to rI (y... tf:- ~1308 Alexander Avenue E ~Tacoma, WA 98424 ~ <r-I :z c::t .-:> City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ~ ---' "--( copy 301 General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 Bremerton, WA 98312 DATE , JOB NO. Januarv 10 1992 B-78l9 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 45 "at 8:30 AM Rainv Oat PM PRESENT AT SITE . Permit tl12587 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District C/O Heery Program Management 300 N. Montgomery ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Tim Rogers, arrived on-site at 8:15 a.m. for an inspection orrebar and concrete to be placed for the corridor slab at grid lines 6-6.1, G.6-H. The inspector found the rebar placement and the WWF beared directly on the ground and no attempt was made to raise the fabric during the placement. The crew's superintendent was informed by the technician. The inspector cast four concrete samples from the first three yards of concrete placed. Supplied by: Kitsap Ready mix Truck II: K-15 Invoice tI: 07692 Mix Data: 5-'2 sack, 1950 lbs. 7/8" agg., 1270 lbs. sand, 517 lbs. P.C., 1% PT-20, 8 oz. Pozz./cwt Slump: 4-'2" Field Technician: Tim Rogers COPIES 10 SIGN;I~R~T Ann.....^,.,.oA 'h.-n'. Donn ~.a.alU' T..!'.JI'h M~n:~:u:,~,.. )''>"~:,, ~.. REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 . Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner .j.. 7~ t!o't\c....t c:., The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction 1 copy + 7~ tlJrtCv... t~ 1308 Alexander Avenue E Tacoma, WA 98424 .City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ~ K'\ ~~ ro 2:.OJ c::: Ui , r- C- o -m )::It C) 2;:0 :z G">,-., s 1-6 [fl] ~ ,.., ~ "'1:);:0 c::=:") x;:>-I --- ;:00 <.0 c::::" -12 <.0 s: -J IT! N Cill ;2 -4 E~J >;~ General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Bremerton, WA 98312 . DATE JOB NO. January 9, 1992 B-78l9 PROJECT Elementary School If7 . LOCATION Bremerton, Washington CONTRACTOR , OWNER Rushforth WEATHER TEMP. 48 "at 8: 00 AM Overcast Oat PM PRESENT AT SITE Permit II : 12587 Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 TO Bremerton School District C/O Heery Program Mgmt. 300 N. Montgomery ATTN: David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Tim Rogers, arrived on-site at 8:00 a.m. for ar inspection of resteel and concerte to be placed at the corridor slab of grid lines 5~ - 6, G - J. The representative visually inspected the rebar placement and found it to be according to the structural details. Four concrete samples were cast representing the first three yards placed. The m~x was pumped into place and was not vibrated. Supplier: Kitsap Ready Mix Invoice II: 07679 Truck II: K-8 with 9 yards (4000 psi mix - 5~ sack mix) Slump: 2" Mix Data: 1950 lbs. 7/8", 1270 lbs. sand, 517 lbs. p.co, 1% PT-20, 8 oz. Pozz./cwt. f8j(;,GiEDUf5@ JAN 1 3 1992 ,I " ,~ HI 'f 'i ",i (- .:.:" V.i.:\ i Field Technician: Tim Rogers . FIE~R~ SIGNED " . ~O , , COPIES TO ~"""'--'.:r--- , ( I. . REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins + 7.~ co-nc'r..:J-c:... Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7~ ttlrtCv-<< Ie... 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ::~ ' \---. r lID c:: ii= 10 - 03 2:;:0 G'lIm :s: ~.., ~~ ~C> -'Ie: ~ ""' 3: -'f t:7 rr1 ("') ~ ~ aCJ CiiJ GJ U;:'U m ~ ~ (JW E=-~J General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. BllX 1586. Pllldshll. \'(/,lshingrlln 98370 The HART Company CONCRETE TEST REPORT CLI ENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 1/7 CONTRACTOR RUSHFORTH REPORT NO. NO. 22 B-7819 CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED I I -20-9 I . LOCATION OF CONCRETE PLACEMENT INSPECTOR R. HCCRACKEN IS COLUMNS ALL PHASE III - EAST SIDE INTERIOR LOCATION SAMPLED NO. YARDS PLACED MIX DATA: SAME AS ABOVE / 10 TRUCK SAMPLED K- IS TIME SAMPLED 2:35 CEMENT 6 SK. POZZ TYPE I/ll 7/8" MAX. SIZE AGGREGATE AMOUNT 10 OZ/CWT ADMIXTURES NA CONCRETE TEMP. AIR TEMP. 50-550 570 3 3/4" 4" AIR CONTENT REQUIRED AIR 2.3% WEATHER REQUIRED 28 DAY STRENGTH 5000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 22 A 11-27-91 7 5340 22 B 12- 18-91 28 6650 22 C 12-18-91 28 6690 . CERTIFIED BY: GENERAL TESTING LABORATORIES LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. BllX 1:;86. Pllulshll, \Vashingtlln 98370 The HART Company CONCRETE TEST REPORT BREMERTON SCHOOL DISTRICT PERMIT NUMBER 12587 REPORT NO. 23 CLIENT PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY-MIX DATE CONCRETE SAMPLED 11-21-91 INSPECTOR PENN SEELY LOCA TION OF CONCRETE PLACEMENT INTERIOR FLOOR SLAB: D. 5 TO G, 3 TO 4.6, SMALL GROUP ROOMS, 138, 139 140, 137. CLASSROOM 135, OFFICE 136, RESOURCES 141 LOCATION SAMPLED APPROXIMATELY WALL BETWEEN RESOURCE 141 + CLASSROOM 135 NO. YARDS PLACED 36 TRUCK SAMPLED K-3 TIME SAMPLED 9 :40 MIX DATA: 1107090 CEMENT 51 SK. TYPE I MAX. SIZE AGGREGATE ADMIXTURES HOTWATER POZZOLITH AMOUNT NO. B-7819 7/8" 8 OZ./CWT POZZUTEC-20 SLUMP 3i" AIR CONTENT N/ A REQUIRED SLUMP 5" max. REQUIRED AIR WEATHER CLEAR SKY AND CALM 1% NIA CONCRETE TEMP. 660 AIR TEMP. 490 REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 23 A 11-28-91 7 6060 23 B 12-19-91 28 * 23 C 12-19-91 28 6190 *CYLINDER DAMAGED ON-SITE GENERAL TESTING LABORATORIES LAB MANAGER CERTIFIED BY: I . General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsho, Washington 98370 The HART Company CONCRETE TEST REPORT PERMIT NUMBER: 12587 CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. NO. 24 B-7819 PROJECT ELEMENTARY SCHOOL 1/7 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 11-21-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT INTERIOR FLOOR SLAB: 165, KINDERGARTEN 169 AND 172 PENN SEELY B TO E, 1 TO 3, TMR 162, PRESCHOOL LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT 51 ADMIXTURES KINDERGARTEN 172 86 OF 90+ TRUCK SAMPLED K-1 07097 TIME SAMPLED 12:00 WEATHER REQUIRED SLUMP CLEAR AND CALM 5" MAX. AIR CONTENT REQUIRED AIR pozz. POZZUTEC-20 N/A N/A MAX. SIZE AGGREGATE 7/8" AMOUNT 8 OZS. /CWT. SK. TYPE HOT WATER I 1 J,% CONCRETE TEMP. AIR TEMP. 510 640 SLUMP 4" REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P S.1. 24 A 11-28-91 7 5480 I , . 24 B 12-19-91 28 5950 I I 24 C 12-19-91 28 5940 r,~W:RAI T~~TINr, I ARORATORIES vJZRJ~ LAB MANAGER CERTIFIED BY: F General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. Bllx 1586, Pllubhll, W<1shin!!wn 98370 The HART Company Building Permit Number: 12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH KITSAP READY MIX REPORT NO. NO. 25 B-7819 CONCRETE SUPPLIER DATE CONCRETE SAMPLED 11-22-91 LOCATION OF CONCRETE PLACEMENT UTILITY 133, OT/PT 161, CDS 160 CORRIDOR 177 INSPECTOR CORRIDOR 177, GIRLS 145, BOYS 143, STORAGE 142, AND PENN SEELY LOCATION SAMPLED + BOYS 143 NO. YARDS PLACED 18 OF 30j: MIX DATA: TRUCK SAMPLED K-8 07537 TIME SAMPLED 9 :50 CEMENT ADMIXTURES 51 SK. TYPE POZZOLITH POZZUTEC 20 I MAX. SIZE AGGREGATE_ AMOUNT 7/8" 8 OZ./CWT. 1% CONCRETE TEMP. AIR TEMP. 650 40-450 SLUMP 3 3/4" REQUIRED SLUMP 5" MAX W EA TH ER OVERCAST AIR CONTENT N/ A REQUIRED AIR N/A REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD p.s.1. 25 A 11-29-91 7 5080 25 B 12-20-91 28 5480 25 C 12-20-91 28 5520 GENERAL TESTING LABORATORIES trR R k- LAB MANAGER CERTIFIED BY: General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Bremerton, WA 98312 DATE JOB NO. December 16, 1991 B-78l9 PROJECT Elementary 117 LOCATION Bremerton, Washington CONTRAC1OR OWNER Rushforth WEATHER TEMP. "at AM Cloudy 40 Oat 1:15 PM PRESENT AT SITE Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District 100-C ~/U Heery ~rogram Management 300 N. Montgomery ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Sonja Bickel, arrived at the site at 1:15 p.m. to inspect the concrete being placed for the northeast columns. A total of ten yards were placed. The mix was supplied by Kitsap Ready-Mix. The inspector cast three cylinders to represent this placement. The inspector noted that the concrete was mechanically vibrated ~n the forms. Truck II: 15 Invoice II: 07292 Type: I/n Aggregate: 7/8" Additives: AEA Sack: 6 Slump: 3\" Field Technician: Sonia Bickel President COPIES 10 SIGNED Approved ."1'-.":;: .., ,r, REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner 0/- 7#l.a.;J ~O't\C 't... t ~ The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7~ (0 Yf (.v-<< tc- 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ~ ~ !::;; ~. -- C) ~. """ .:t ::Jr. ...;." -..::.;.. ~ t"FJ ~ ...., &:.oJ ~ Vi .J ~ C) """'" ~ lii] m ~. -- ~ ~ General Testing Laboratories, Inc. . 18970 ,rd Avenue NE. P.O. Box 1586. Pouls"o. W:l~hinl:ton 98,70 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX REPORT NO. NO. 19 B-7819 DATE CONCRETE SAMPLED 11-13-91 LOCATION OF CONCRETE PLACEMENT FLOOR SLABS INSPECTOR PENN SEELY COMPUTER 152, CLASSROOMS 154, 155, 156, CORRIDOR 175 - LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CORRIDOR 175, B.5 TO D, 3.6 TO 4 19 9F 87 TRUCK SAMPLED K-8 TIME SAMPLED 8:25 CEMENT 51 ADMIXTURES SK. TYPE POZZ POZZUTEC 20 SLUMP 6" * AIR CONTENT NA REQUIRED SLUMP 5" MAX REQUIRED AIR NA WEATHER CLEAR SKY WITH LOW FOG NOT WATER ADDED ON SITE REQUIRED 28 I MAX. SIZE AGGREGATE 7/8" AMOUNT 8 OZ/CWT 1% CONCRETE TEMP. 590 AIR TEMP. 500 DAY STRENGTH 4000 PSI ~!:P\J!:~AI T~~TINr, I AR()RATORIES () .~~ ~..~ LAB MANAGER CERTIFIED BY: General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. B\IX 1 '586, P(lulsh(l. Washington 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT ELEMENTARY # 7 REPORT NO. 20 PROJECT CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 11-13-91 INSPECTOR PENN SEELY LOCATION OF CONCRETE PLACEMENT FLOOR SLABS: RECEPTION 104, HEALTH 106, PRINCIPAL 108, LOUNGE 109, RESTROOMS - GIRLS 112, BOYS 113 PRINCIPAL 108 AND LOUNGE 109 NO. B-7819 LOCATION SAMPLED NO. YARDS PLACED 77 OF 87 TRUCK SAMPLED K-9 TI ME SAMPLED II: 20 MIX DATA: CEMENT 5i ADMIXTURES SK. TYPE POZZ POZZUTEC - 20 SLUMP 6i" AIR CONTENT NA REQUIRED SLUMP 5" MAX REQUIRED AIR I MAX. SIZE AGGREGATE 7/8" AMOUNT 8 OZ/CWT i% NA CONCRETE TEMP. 600 AIR TEMP. 45-500 WEATHER RAIN REQUIRED 28 DA Y STRENGTH 4000 PSI NO WATER ADDED ON JOB SITE COMPRESSIVE STRENGTH TEST RESULTS SET #2 CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 20 A 11-20-91 7 5270 20 B 12-11-91 28 6020 20 C 12-11-91 28 6300 GENERAL TESTING LABORATORIES r7 ( . ~ __ ~j~.LJc- ~ . ") LAB MANAGER CERTIFIED BY: General Testing Laboratories, Inc. 18970 3rel Avenue NE. P.O. Box 1586. Poulsho, Washin~ton 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT . CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY fI7 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 11-15-91 LOCATION OF CONCRETE PLACEMENT REPORT NO. NO. 21 B-7819 INSPECTOR' CAST BY CONTRACTOR LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT ADMIXTURES TRUCK SAMPLED TIME SAMPLED SK. TYPE MAX. SIZE AGGREGATE AMOUNT SLUMP REQUIRED SLUMP WEA THER CONCRETE TEMP. AIR TEMP. AIR CONTENT REQUIRED AIR REQUIRED 28 DA Y STRENGTH 4000 PSI CYLINDERS CAST BY CONTRACTOR - DATA NOT PROVIDED: GTL CERTIFIES COMPRESSIVE STRENGTH TEST RESULTS ONLY COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 21 A 11-22-91 7 3330 21 B 12-13-91 28 5810 21 C 12-13-91 28 6170 GENERAL TESTING LABORATORIES 9~ ~~ "' LAB MANAGER CERTIFIED BY: REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 , - Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner -+ 7~ ~oYtc'r.tc.., The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 ~ eo 'If Cv-c t~ 1308 Alexander Avenue E Tacoma, WA 98424 City of Bremerton - 1 copy Dept. of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford ~ ~ (\ CD == ~ o - en 2-:::0 Cl:)M 03: "",M ,,:::0 ;z:,.-f :;00 -f2 s: "'" 2: -4 C7 I'T1 (") ~- .... aaJ (jl'J c_.-) [ii] I -- c=l C1 u:L] ~::;j General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. Bux 1586. Pllulshu, Washinl:wn 98370 The HART Company CONCRETE TEST REPORT CLIENT PROJECT CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 11-6-91 INSPECTOR R. MCCRACKEN LOCATION OF CONCRETE PLACEMENT INTERIOR SLAB - PORTION 1/2 - ROOMS 129 THRU 131, ROOMS 147 THRU 150, CORRIDORS 176, 180, 107, 102, ROOM 115 & VESTIBULE 123 LOCATION SAMPLED BETWEEN ROOMS 130 & 131 NO. YARDS PLACED 26 OF 84 TRUCK SAMPLED BREMERTON SCHOOL DISTRICT ELEMENTARY 1/7 REPORT NO. NO. 18 B-7819 K-4 TIME SAMPLED 8:50 MIX DATA: CEMENT 5i ADMIXTURES SK. PT-20 POll TYPE Illl . AIR CONTENT REQUIRED AIR NA NA MAX. SIZE AGGREGATE_ 7/8" AMOUNT 1% PER YD 8 Ol/100 WT CONCRETE TEMP. 690 AIR TEMP. 50-550 SLUMP 3i" REQUIRED SLUMP 4" WEATHER OVERCAST REQUIRED 28 DA Y STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 18 A 11-13-91 7 5520 18 B 12-4-91 28 6120 18 C 12-4-91 28 6010 CERTIFIED BY: GENERAL TESTING LABORATORIES LAB MANAGER General Testing Laboratories, Inc. 18970 3rJ Avenue NE, P.O. Box 1586, Poulsho. Washington 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. 17 PROJ ECT CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-31-91 INSPECTOR P. SEELY LOCATION OF CONCRETE PLACEMENT FOOTINGS: C.6 AT 3, TO E.6 AT 4 AND D.4 AT 3.4 TO E..3. STEM WALLS: F.6 AT 4.7 TO G AT 4.4 AND G TO H.3 AT 4.6 ELEMENTARY 117 NO. B-7819 LOCATION SAMPLED FOOTING, C.6 AT 3 TO E.6 AT 4 NO. YARDS PLACED 81 TRUCK SAMPLED K-9 TIME SAMPLED 10:55 MIX DATA: CEMENT 5 SK. TYPE II II MAX. SIZE AGGREGATE 7/8" ADMIXTURES POZZ AMOUNT 12 OZ/YD SLUMP 5%" AIR CONTENT NA , REQUIRED SLUMP 5" MAX REQUIRED AIR NA WEA TH ER OVERCAST WITH MIST CONCRETE TEMP. 670 AIR TEMP. 40-450 REQUIRED 28 DAY STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S,1. 17 A 11-7-91 7 4280 17 B 11-28-91 28 5670 17 C 11-28-91 28 5730 GENERAL TESTING LABORATORIES LAB MANAGER CERTIFIED BY: General Testing Laboratories, Inc. 18970 3rd Ave. N.E" PO. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 N. Montgomery DATE JOB NO. November 22, 1991 B-78l9 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. <>at AM Overcast Oat PM PRESENT AT SITE Permit #: 12587 Poulsbo (206) 7i9.9196 · Tacoma (206) 272-6880 TO Bremerton School Dist. - C/O Heery Program Mgt. Bremerton, WA 98312 ATTN: Dave Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 8:30 a.m. for inspection and testing during the placement of the interior floor slabs. The locations of the placement for this date were: Cooridor 177, Girls 145, Boys 143, Storage 142, Utility 133, OT/PT 160, and CDS 160. Approximately 30 to 35 yards of a 5i sack, 7/8" aggregate concrete with 8 oz. of pozzolith per cwt. and 1% of pozzutec-20 added were placed via boom pump. Kitsap Ready-Mix was the supplier. The slump was maintained below 5" throughout the operation. A sample was taken at 9:50 a.m. and three cylinders were cast. The slump was 3 3/4" The vapor barrier was observed to be in place.above the gravel bed. The welded wire fabric was also in place throughout the areas being placed. Field Technician: Penn Seely SIGNED Approved by: COPIES 10 General Testing Laboratories, Inc. 18970 3rd Ave. N.E.. P.O. Box 1586 ~ulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. November 21, 1991 B-78l9 PROJECT Elementary 1f7 LOCATION Bremerton. Washinl?ton CONTRACTOR OWNER Rushforth WEATHER TEMP. 51 "at 11: OOAM Clear/calm Oat PM PRESENT AT SITE BREMERTON PERMIT NUMBER: .12587 Pa(7e 1 of 2 Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District - C/O Heery Program Management Bremerton, WA 98312 Attn: Mr. Dave Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 8:20 a.m. for inspection and testing during the placement of the interior floor slabs. Upon the inspector's arrival, the pumping unit was setting up. The contractor was finishing the placement of the vapor barrier on the gravel bed. All electrical conduit was in place in the gravel bed. The welded wire fabric was then positioned and tied. The placement began at approximately 8:45 a.m. The first truck was sampled - the slump was measured at 5~". No water was added. The fourth truck (at 36 yards) was sampled and three cylinders were cast. The pump was relocated to place the preschool/kindergarten slab. At 86 yards. a second set of cylinders was cast. Locations of Placement: D.5 to G, 3 to 4.6, small group rooms: 137, 138, 139, and 140, classroom 135, office 136, and resource 141. Second slab area - B to E, 1 to 3, TMR 162, preschool 165, kindergarten 169 and 172. K-3 K-1 07094 07097 11 :25 12:00 70 86 510 510 690 640 2 3/4" 4" 3 FIELD REPORT SIGNED See last page General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 ulsbo, Washington 98370 . 540 East 15th The HART Company Tacoma, Washington 98421 DATE JOB NO. November 21, 1991 B-7819 PROJECT E1ementarv 117 LOCATION Bremerton CONTRACTOR OWNER WEATHER TEMP. "at AM "at PM PRESENT AT SITE Paqe 2 of 2 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO THE FOLLOWING WAS NOTED: Mix Information - Tr. K-15 K-3 K-3 K-1 51 51 51 51 Sack: Aggregate 7/8 7/8 7/8 7/8 Admixtures - Pozzo1ith 8 oz./cwt. same same same Pozzutec 20 1% 1% 1% 11% Field Technician: Penn Seely SIGNED Approv COPIES TO {'" REPORT DISTRIBUTION LIST - BREMERTON ELEMENTARY SCHOOL #7 Bremerton School District - Original C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner +- 7,~ eo'\'\c",.;J c:..- The Tsang Partnership - 1 copy 748 Market Street, Suite 300 Tacoma, WA 98402 ATTN: Randy Robbins Chalker Engineers - 1 copy 950 S. Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy of 7 ~ (tJ.. Cv-<< te- 1308 Alexander Avenue E Tacoma, WA 98424 \\~ '~ ,~ City of Bremerton - 1 copy Dept. oJ Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford !! - ,- ;:] z'.,.., o~ s: ;::J . ." 1"T1;n '"tJ-f 1>0 ~2 s:: I"T1 E ..... I ~ lii'il G3 lMJ c::=J ~ un E:31 C fT1 C"i) e.rt I , General Testing Laboratories, Inc. 18970 3rd Avenue NE. P.O. BllX 1586. Pllulsht,. \V'ashin~tlln 98370 The HART Company CITY OF BREMERTONPERMIT #12587 CONCRETE TEST REPORT ELEMENTARY #7 REPORT NO. NO. 16 B-7819 CLIENT PROJECT CONTRACTOR BREMERTON SCHOOL DISTRICT RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-29-91 INSPECTOR TIM ROGERS LOCATION OF CONCRETE PLACEMENT EXTERIOR STEM WALLS ON GRID LINES A-E, 1-5 LOCATION SAMPLED AT A, 1 NO. YARDS PLACED 27 MIX DATA: . CEMENT 5 ADMIXTURES TRUCK SAMPLED TIME SAMPLED 10:30 SK. TYPE POZZ MAX. SIZE AGGREGATE _ 7/8" AMOUNT 12 OZ/YD SLUMP 3" AIR CONTENT 5%% CONCRETE TEMP. 500 REQUIRED SLUMP 5" MAX REQUIRED AIR AIR TEMP. 380 WEATHER SUNNY REQUIRED 28 DAY STRENGTH 3000 PSI SET 112 COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 16 A 11-5-91 7 4880 16 B 11-26-91 28 6070 16 C 11-26-91 28 6130 CERTIFIED BY: GENERAL TESTING LABORATORIES ?~~~ \ LAB MANAGER General Testing Laboratories, Inc.. 18970 3rd Avcnuc NE. P.O. Box 1586. POldsho. \'{/;lshin~wn 98370 The HART Company CITY OF BREMERTON PERMIT #12587 CONCRETE TEST REPORT REPORT NO. NO. 15 B-7819 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 10-29-91 INSPECTOR LOCATION OF CONCRETE PLACEMENT MUSIC ROOM SLAB TIM ROGERS LOCATION SAMPLED SAME NO. YARDS PLACED 20 MIX DATA: TRUCK SAMPLED TIME SAMPLED 8: 15 CEMENT 5~ ADMIXTURES MAX. SIZE AGGREGATE_ 7/8" AMOUNT %% 8 OZ/CWT CONCRETE TEMP. 640 AIR TEMP. 300 SK. TYPE PT-20 POZZ SLUMP 3 3/4" REQUIRED SLUMP 4" MAX WEATHER SUNNY AIR CONTENT NA REQUIRED AIR NA REQUIRED 28 DA Y STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS SET It I CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD p.s.1. 15 A 11-5-91 7 :4560 . 15 B 11-26-91 28 5980 15 C 11-26-91 28 6170 CERTIFIED BY: GENERAL TESTING LABORATORIES 1~4 ) LAB MANAGER REPORTP~~Y1'I", ',,', . . - '. _"::-. 'C '~.':~ .:~~(~);l:-, :':~ ::;::;. ~ ,) ~;rf~:;~~~~~f:,~i~,t~;j>7?(~~f~~~'~, . BREMER TON ELEMENATRY,SCBOOLN7':" .. - ' Bremerton School District - Original + 7 day concrete C/O Beery Program Management 300 North Montgomery Bremerton, WA 98312 ATIN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATIN: Mr. Randy Robbins' Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Thcoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford Chalker Engineers - 1 copy , 950 South Fawcett, Suite 301 Thcoma, WA 98402 ATTN: Mr. Jim Collins rKi15 C; !7i U IJ [5'WJ MAY 1 3 1992 I " - '~~ 1 i\! giil ,I ,.. .',. v '-'-' "" !.,it.......;; "'I, , I · ...' '.I~jV " General Testing Laboratories, Inc. 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 · (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MORTAR TEST REPORT PERMIT 1112587 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSTON MASONRY DATE MORTAR SAMPLED 04-13-92 SAMPLED BY LOCATION SAMPLED WALL LINE A.4 TO B. 3 COARSE 8 TO 14 WEATHER OVERCAST AIR TEMP. RANGE REPORT NO. NO. 7 B-7819 JIM COMNICK 48 - 520 MIX DATA: TYPE OF MORTAR CEMENT SAND LIME ADDITIVES PREMIX TYPE S I SACK 22 SHOVELS TYPE Illl STRENGTH BRAND i SACK 311 COLORING REQUIRED 28 DAY STRENGTH I, 1800, PSI COMPRESSIVE STRENGTH TEST RESULTS NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI 7 A 2X4 04-20-92 7 1050 7 B 2X4 05-1 1-92 28 1890 7 C 2X4 05-11-92 28 1860 l"':"h CERTIFIED BY: GENERAL TESTING LABORATORIES LAB MANAGER Gen~r~1 T~~,~ing Laboratories, Inc. r _ I, 1"1 LS u:e !I '. lS1111 ,::::;J d -J 1~ 3rd Avenue Northeast. P.O. Box 1586 . Poulsbo, Washington 98370. (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MAY - 6 1992. MORTAR TEST REPORT RIJlLOING OEPARTMENT CLIENT BREMERTON SCHOOL DISTRICT BREMERTON If 12587 8REM'QTON REPORT NO. 5 PROJECT ELEMENTARY SCHOOL If7 GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSTON DATE MORTAR SAMPLED 03-31-92 SAMPLED BY LOCATION SAMPLED WALL LINE G6 TO 7 COURSE 25 TO 27 NO. B-7819 JIM COMNICK WEATHER OVERCAST AIR TEMP . RANGE 50 TO 550 MIX DATA: TYPE OF MORTAR CEMENT I SACK SAND . 20 SHOVELS - TYPE S Illl STRENGTH BRAND . PRE MIX TYPE . " _.. -LIME ~ SACK ADDITIVES, 311 COLOR OXIDE 'J REQUIRED 28) DAY STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS '. NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI 5 A 2X4 04-07-92 7 1480 5 B 2X4 04-28-92 28 2390 5 C 2X4 04-28-92 28' 2400i . CERTIFIED:B..Y: ~ ,< -'... . 'H':~, . 'r MAY 0 4 199~ ~ .~, wO. i . . , , ", GENE~L- TESTING:, LABORATORIES "LAB MANAGER r/ CHALKER PUTNAM COLLINS & SCOTT ttik CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 FAX (206) 383-1557 \ STRUCTURAL CALCULATIONS FOR BREMERTON ELEMENTARY SCHOOL FOR THE TSANG PARTNERSHIP PREPARED BY CHALKER PUTNAM COLLINS & SCOTT, INC. July 3, 1991 J-9458 Raymond L. Chalker, I'.E. Daniel D. Putnam, P.E:. James H. Collins, P.F. Donald R. Scott, I'.L David B. Johnson, I'.E. L. F. Bush, I'.E. GM}' L Beckner, P.E. Richard M. Oehmcke, I'.L \='--0..._ _,t FLOOR FRAMING CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: 9 c.; S-8 ~CALCULATION DATE: '" ~~/"'I o MEETING MINUTES BY: 71/11 o TELEPHONE RECORD SHEET: ;?-O of /) CONSULTING STRUCTURAL ENGINEERS 9.50 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 38l-2797 INCORPORATED 1969 o PROJECT: 8/? € /"7. ~ LE M . F L OO~:. L3 e..-'9 /'J?..s _ ~" ;~ :.../ f pe-3 L:: 261 DL=- ,-/0 ""~ II. .,- . . .. LL I-I'L .. 70 ps~ . co,z tr.' {).o1L.~ =J~o_,,:s'" 25"(70+-'10}:; r ~I ' "27!)'O rr " . "0 J L ." .... ,.; / l~ 7 ... ) _ TIt : (.0/-1./0,- lLIO__ Tr f 52_100. t ~.. 1 zy.~ USE.. lNL'~ ~ s-s c.. .:::, 'P2-~ ) r-g-z L~ /6 LL /J~ Rool/ 77? 16 =- /4/ I (, Or((?IOo-rzrpu'3 ==- II I Os If.- w /8 x 3S FI5 - f' . L::- 1(, / I rl<. / (3. .:: .5 { C oR ~ I (j O~ ) USv W/2-x "l-v -- ~ s:- f- - ) L-:ql ( ( o/l.. r< , 0 of'( ) o. j 11 /6 ~ II USi-- LuV~\~ ~ /~,. fi~~{.f;;'*::~~;tJ]j/;~~~ c "' ,1>" (;i1i\ii~~!I"'" '~~'''",,,f . ~rf:'~:~f./, ~~ d:J:}.~~l !".IPl~ ..""~."" ,. (" ";',~ 1h*~Fi : 'l;~~ SJ~0:!~ /1lJ,fj"" "',:~" ~,'\A\1i ~\ ~'f,k~Z~J,~r~~tlv.~~rlitrM;1~ " : "" }('f:;J;~,7",;\. ~cI!7~"';,.';~~'" I CHALKER PUTNAM COLLINS & SCOTT o MEMO ~ CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO,: 9 t.;,S 8 DATE: 411/1/."./ . BY: 71/ fI SHEET: 2. I of ") CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206)383-2797 INCORPORATED 1969 o PROJECT: e I< ,,(" /"? - -r t... '1.~ /'? ~ ?13~C -. .~....._.'~- ~~-_.-_..- , , , / L ~ /2- / n / 15 :-;~, "H";"(c~) ~;~~__S-: " us€- w ( lol( Z, 2-; r(3 - 7 I L -;: /7 .. , I ('c.o..../? I OOftJ, ,,' T~/~ :- /s- U2:::,'L W/b~-Sl :) p~- 6 L-= '11 I< 00 F- " '-- 04 D =- <9 (C oLu;..-vvS S rA ~J, . ,FLOOR T~/5 - / 23 ' ( (...o~ /? I O~ ) os~ /Z,,<ZG--- jl3-9 J ~/7 / TX//$ -- /€? {c L.4JS/700~j (/S(: 0/6<'3/ ,) FtS -/0 [:/:; / r;?l/], :- /8 GJ/G)(~/ /') .. 1\;~ '\kf:~,,\*lri~~~~, fr'~t~~r~,,~ "f..~'\<'.t .<~~ U'~<N;.~~ 'if,."'~~lt~ ;;.1';:,,,,, ":":"'1f~" "':',-9;'" , "f~'.~I~1 ;: ~}:St,"":t~~;1 . ;.~~~.~ M*j,~~ '- I ,flf,(X ~~G ^,., ,C/7*:(? If. . .1~ ~?f<,:.:t.""",." ~,/ ~;; ~ ~~l~ ~~~H~r~ ~4'< ~~tt~~~ti~'t~" . 'i ;~''.t~>!j,,1.t:;t~1If~~\~~.1'~:!J~t- CHALKER o MEMO JOB NO,: 9' c; Sfb PUTNAM ~CALCULATION DATE: 4/ / / l'f I COLLINS . o MEETING MINUTES BY: ;VIr & SCOTT o TELEPHONE RECORD SHEET: 2"2-- of o CONSUlTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 PROJECT: K C<. q ("\'"\. ~'-LM. P-6 - I 2- .. ... / .L=-Z-B /7<./6==/7 pg, - z.s / L .:::-/6 I TP>/!3~ 6 .<) rt5- ILl ()~t.. .) rL:-o~ /.3E/1P7S ........- .-. , 'W~. l.V . -z. T?&fiY {J L- . '- I 2,~c> L-L. . I ( C L 1f5 ) /? OtJ'1 ) use: . tul4/-<6e- ~. . .t- f "' I~ ~ ):D....~L .'1 · .... .j~ w \ C. ~ 3~: t...., & ~'?D l"t.. 5'"& &> l-L. hAz. B S" l> <. 16') 1- - q ......., ...~) use. t> ~ ""1 t~ . q S") "~ 4-0 l::> .. t:> J - 31J~rl --}" . - ------;l ~.. . .J .. I q---6"7f:;::, . t I; ~. . ^.l._~ _u_ .(, c vlZl . .~ h.. \ .S...: V'J J , \b.e.- l at) C) F'vy;:. ~ rd (Lf;).f /tl ) 0P'<; \ r -z. 2. / W /h X 3/ . '- ~ ~o C 7-'2.,) --- t>. k.. "Z.Jt -+ WU'Y 3t.. ~ ?:. . L. i l")f.~ :I. Tit.:lE~ :: Lin(-? r) BCD pl:"i' .. I:.. I...i nf) J Num bf:~"I': Line '+ IYI i !;C LinE-) l~' Dsn!I"I' : 11..-rl.:\y ..J /:. .'\. /.-,. ".-) .~ . I STEEL. BEAM DESIGN & ANAL.YSIS Pa~lf:) 1 DESCRIPTION ))FB-12 ) :> ---------- BEAM DATA -------------- ---------- MEMBER DATA ----------- AISC SECTION ------)) W24x62 Fy = CENTER SPAN L.ENGTH - 28 ft L.OAD DURATION FACTOR :::: LEFT II "._ 1'1 I NOI:;; AX I B ? RIGHT" II ... ---------..----.- END CONDITIONS --------------- UNBRACED LENGTH - 1.33 ft FIXITY CODE ----~)} INCL.UDE BEAM WT ? Y y/n I=Pin/Pin, 2=Fix/Fix INCLUDE LL w/ 5T? N y/n 3=Fix/Pin, 4=Pin/Fix --------------------------- APPLIED LOADS ------------------------------ ---}} All distances "l'efe"l' to left SUPPO"l't, use ,-, 10"1' left cantileve"l' POlt-IT.....n1.. ..tH.~.. ..H3.. ..H.I+.. ..n~.'j.. ..nb.. ..Wl.. ..H8.. Dead :::: LivE) :::: Sho.rt;:::: Dist.:.::: DI5T1UBUTED.. . . . Dt'i:\d:::: O. l6 LivE' :::: 1. 33 36 1.00 N y/n k!;i 1 < < k tt k1f <") Sh o.r 1~:::: X L ft;::: X l:;;t :::: !YIOIYJEHTB. . . . . Dead :::: LivE' :::: S h (J .(' t::: D i s;t;. :::: ft ;.~8 k-ft .) TRAPEZOIDAL.... Dead Live Sho"l't Load @ Left:::: k1f X Left - " @ lh!~h.l~"-" X I:;;iqht ..- Load @ L_eft = kIf XL_eft = II (€I I:;:i ght= X I:;;i ght .- 1------------------------------- SUMMARY ------------------------------1 lUBE: W24X62, Max St"l'ess Ratio - 0.82, Max Def1 Ratio:::: 50l.501 I I I IJ1ax Values: _.Actual..Allow__ fb / Fb % max - 0.82 I 1 Moment - 210.9 258.6 k-ft fv / Fv : % max - 0.20 I I .....St"l'e55 - 19.38 23.76 ksi Max. DL Defl Ratio - 1329 I I Shea"l' - 30.1 14l.0 k Max. TL Detl Ratio - 50B I I .....St"l'e5S - 2.95 14.40 ksi 1 I DE)flE)ct:icHl _. 0.E.6e! i.n .......... DL. + ........... I I DL LL LL.+ST L.L. L.L+5T Placed I 1...All include DL. --) Only @Cnt"l' @Cnt"l' @Cants @Cants fo"/' Max I 1 ------- ------ ------ ------ ------ ------ I IMoments..M+ ~ Center - BO.5 210.9 BO.5 210.9 k-ftl I M- @ Center - I 1 €:~ L.E~ ft: .... I I @ lh !~h1~ .-. I IShear5;...@ L_eft -- 11.5 30.1 11.5 30.1 ~~i~) I I @ Right - 11.5 30.1 11.5 30.1 I IDefl.....@ Cente"/' - 0.25 0.6& 0.25 0.&6 in I I @ L(.?ft: .- I I €o! H:i~lh1~ .-. I I ~~ ft.- I ft; L ()C' i-\"I:; i CH) f1~ ft Line 1 Tit;le: Line ~l Line 4 Line ~:i --. "- ..- ....- - NUlllbf.n" : l'1isc : DSl'lflr = 11--Mc",y ----.-----.----------.------.---.-.--------.----.----.---.----------.-..-------.--------.--.- /::';:,\ . ."',,' J STEEL BEAM DESIGN & ANALYSIS PaflE~ ;;~ IReaction.~ Left @ IUght 30.1 30.1 ----.-.-.--.-.-----.---------.-----.--.------.----.....----.--------..---.-.---..----.---.-----------.- 11. ~) '11. ::; 30.1 kip 30.1 11. ~) 11. 5 ------------------------- STEEL SECTION DEPTH - 23. lLt in WEB THICKI-IESS -- O. Lf30 in FLANGE \lJI DTH 0- l.040 in FLANGE THICKNESS - O. ~j90 in SECTION AI~EA 0- 18.20 in^2 SECTION WEIGHT :::: 61.93 U/ft DATA --------------______________ 1:0: :::: 15::;0 in^4 Iyy -- :,Vf. 5 in^4 Sxx ::::130. ::;8 in^;3 Syy :::: 9.80 in^:~ 'f' x x 0 :::: 9.228 in ryy -- '1.37l in of'T, Y - 1.710 --------------- NOTES FROM ALLOWABLE STRESS DETERMINATION ______________ F'b = Allowable :::: 23.76 ksi Fa calc'd per 1.5-1, K*L/r < Cc I Bec\m Pas>sE~s> 1.5.1.Lf.1, Pa'f'a 1,2,4, & 5, Fb:::: 0.66 Fy '-:~ '9 ) . "', ,.6) "';"~'~'~' ;~"> " ',\;r~';"'~I::t'l[\I"'<>'>Ml~,~f!\i~:, . " ;. I ~ ',,';;)V41 '~r;'. , ;';,':, 'l', l;j~'j{~;: 1~7/J ~-:%J::N t~ ~J~..,,, ~ ~ ~i"'~'" lJ! "~~t~l1q.~~{)~tt9~~l~;PV~ , ~ ~ (-/;:>:"<t.?)\~Jt;\ ~~1~"l>' J;; ~~~j' CHALKER PUTNAM COLLI NS & SCOTT o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: DATE: ...J - ~ 4-S-B --r (I Iq( --.J c.- "") BY: SHEET: of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 3m TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: .;. "Sv'01ztvt-:r ~ V &-NCn--R e. ~ (l. 'ra s ~,'1 ~,. F6 /3 { I 4-. fi:.> I~ w OI<-~"- C-~. VYli . . ....,- ,il'- . .., ~ fYZvz-r: /c9N'L : ,c ~ . V P~i: w"- lIP r-" Z;Ot-"2.ot-.50..tZO i ~BD "Z.- t,;lt-. ~ , '(,.. .5 '~., I/' l' +- 6T2. LvI( I~ y 3.<:>'"":" ') +:-.. wrw.- I':. 'f l.~ )"4-0 r 1 '.':. "" C"'~":) ,If'20 (. I~\ <- +- f) '? 7, <::; : It:u-> - 5"(5\ -z. s- ~~ B 2. s- f:: -f-r- ~7': TS $'- B1.~(n\ ~ .... 41. '7~~ ~ ,~t-'l ~.~ i "I.J. . ~ '0 j")4. ..: 1.4- T~ 14-1 (p '{. sA~ --. "1""- , \; ~r.: 'r- B3 5""6 .~ 40"' ~ ._~ i ~ -( 14-70) C. \ ~\ClI73\ , "3 (:)cL C ?e, 'f.,((;Jf:> ~( 7- 5 t> ) IS \ 4- 'f b '-C V( <::;> ,.~~.~ \. /-'--'-'-.~~.._.---"._.>'"'-'" . _..-'~" ~ '-"'-~"-- ~_~__? ~ C;/(0 .._'-^.-.~.- 5 z loVe I r -c <}6'T. ',~ ~ TS !.QV 5 .... 5iJ'6 F~ 1 ~ . ur-"'~' ) ,- ""-. vi. . \ <l-. ~ b 1./ S ,{ ! Que) -r-:' ') (.) ( ~ ( -Z'l) C \ 770 ) '" 1'-.--..----.--,.".--..".- '3 tJL (. 2~ 'f [6 h) L Z~/6 ) , 'Os 'L Q 50'1 \lo Tp..rtN , .~.. ~t)~~~~~r,~~J~~~:~~~fu~\ij~r W,:, "'!~~ r1"''lJ!'''~' il!"'~J", ,'.'). , ffr-~lMs,'1 . A .;7b"; : ~., ~ ~~~1t {. '~.,~ ~~~ \~... >.( '!:i+ /~ 1J':{'ii::tff'~',if~4f l(~: I .V' '1,..",.',.ii)i:'~''',l:,,,, ~ ~')'~l'jA','f!"~ 1,~,,,,,!,t,\:i~ ,,..., CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SU ITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o JOB NO.: J - q el5!? DATE: 1/ vI q( , . BY: <J L- SHEET: of PROJECT: uH." 'j I~ ... ~ It ,1 __...0'(.} s:o') (II) ~"~ ~, \20 fA' T7 ~ J I (f j,'" ' ~)Z.) ,.. '5" Ivc;o' ) G.tJ~'() ~ ,~" -/;- Lo ~C> L "- ') '21 tn.,)1.,) L \ ,/' ') / ~ pie'" 1'-<1~' I I ~.~, ~)o ~o t.'?~o : +- {''.p~ I'l II 'I .. , C:, ?9)'.0:PQi".,.~~. j ..!.-.-------_!.-. --- ;- ~;. ,~ .3.~YD:" 1 s ~-o . 2. I' fA --:. wavo..' r-z.- t(. 1-< . t-.J ~, ':,'-', 1 f6 v )"r-" ," ,..,~" i" ",'- , ~ : \::$ij~~$ >;~~::~~t~~n~~;~>>J~ " '''If'~'''''~' '>w"",, ." ~),,",,~ ~ ".. ~'i'r~ . .(If,": ~t;'''t' ", 'l~,'<'rl' ''/1JJ~~-ii,:, ~Jl'~ (!f~,.~" "t:'0,~4i~ , ~'" ',\~~0>)t~<iJl'~~'t~;'4~\tr! W?~ ),~';Y:~1ih, 1lW1,*~ ~.Rt~"l JJ.[ CHALKER PUTNAM COLLINS & SCOTT .'. '''\ ) CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o PROJECT: JOB NO.: DATE: BY: SHEET: of ~DJf n_ .~. + to D vJ /!.A.- _ _ Z cy)( 4-<::.:"" /2. '. -. : . ..i. :_::SOp<t " - - ~ t 'S- ( I~C> (I OS) '-- -g 2.-! ~If- C? It+- ~~, ~A ~ ~o (q) 1<;0 (l~'J "7c v(l-S) . + "I- IS- -z. L 'j ''- (J,(.p , ~1 2 "Z-cfC. .~ .-- ~6 Z-- SO (b) ., I ~ f'-,. +- S"'.(.,. +-- . , ~i LS-- e. ;;,i>. . I "'Z- t1 L ~,.. ....; 1.-1 ~ 4--4- r~ [0 )C hi vJl4-~<f-f:;> -..... /:::;. t: P'~ I~ -+- l QUO ((4\ 4- ILz ) ..,,/ 2-/ } I g 1 k-.t'-L !JJ~Y '- C" OtL lJJ EI'-{ t D HLN 30 ( 1 S-') ~ L (728\ - 4 '-J c. -zc.., '1(06) L "5Bt.:. )' t)O (rei- \ '"l..- B F-~ I~rr- t ~Bl~ .". I j 'f'(\'i' :2; D Cc..\L ~j Is- lo~ \c..L + ..Q. ~ yw <S 'fL (, c.>L-. . , .10+-1- .~ o.l~.. 1').+'" fvl(q.... b~',- ~ u-~'-(,o'B'S L~~ o~ CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION JOB NO.: ~ CZ;-SG DATE: o MEETING MINUTES BY: SHEET: ) o TELEPHONE RECORD of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-27'17 INCORPORATED 1969 o PROJECT: f& Il ?~l ~~ ~vfr}~""S r~.J U:;: \-'1 l~ '\---.---._...... ...._....00 00""" ....._....." - . I -. '7.;1. ; , , q/, ~Of"~f"' '.-!!;)<~ )C-~O ' 2,."'" J :"2--'", . . .+_ut . .... __.u'_..~....; ____ l... _. ..' .". L.. +. _.:. .____.:__ _. _ "t ~f1,.....; e IOe> i~ II 0'0 Pt-(~ . ,. r"-l. ~ \ ~.~ '-, If.. .,4- / ~.~ ,e. + II 0'" C-( ~ t. +- 1 ~ cto (. t4S 'EJ 't- ,nO( i- &,~ q. L-\-t r-' t:;ffo . . 1'2(,0 r~';r t. ~- ~,....rL ~ 1410, ~~( :~I 1 +-.c. '1 . -'''1 , , : ''5] ,J:) _ ~ (' '~~.'P .. '\-r ..) v.J lt4. '7- '1.- 'Z-_ 6l-L F~Ie,. 4>" , -U 11obri-/~. i 1... \ +-00. J t::too 1.., 'j_b'L , ' ~' 1'1" ' -;:" &0 c 'D~ .. '1.'" MA--r-- : 1 lO. 1 "- I"; ,u /..) ..1" 17."'- ~~ <~ (..0'-, :1<\') -r lO'J(z.) 'l.~ +-- If u ? ( I ~/ z.. ) J. :, -:0 ~o. "1 '( z.~ (L ~ z ) d,-v (4.)' +- _.~~:...-=- (r ~ 1 c;. s- Z ----...-- I) '\ ../ f'l'Z 4-'l-()D(~\ ~ 3 00 ( d.') oo!o 4-t1 0 U ( 4, h ') 'J... - '2.-- "2.:- ~fiv"C) -z-.; , z [D ,4 ., Ie -1- ~. J 11. ')L 4-4. ~ t..r;,' \All4- '-I 1 L- Ol'-.. {---- > ..~fd\ ~~J:"'~.~~%"i'~~~~~.l;~ . ~', ~l;ti~Yff4~'~;L~ {. '~~~lV~~ ,. ""'~~'~I" '1~;,,,,,,,, ' /{r ';~: : ~:ll~l}rf.?: '~':"'1 ~ I/.I~ii:fi/$, .... ~". ({~:;'4~~iiJtti ,.,. ",J;t'(~"~:%<4II,....'"';r"':tv;j{:(".:~'} . 'J,n ""I' I!"",\".r..."l",t" ?<:<. CHALKER PUTNAM COLLINS & scan o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: DATE: '"J BY: SHEET: of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 o PROJECT: fB \~. e.. '~k,;.r LV \ 4-1' 'i L L. 'Z. "La \ W'2...- 'l..B - 1<-~) r {()D- "Z- 7"'50 17 ~ 0 L '2--0') '- <::::? o ~"Z- 7.~"-' ~J ) '-'.c/ ~ 't ~~i~~;~;~~;t~1?y.~p'f:~} ,; , .' $'i'A' "1I!{,1" ",~ "",,,,"It.c\ :;t~!-" \,/<Jnk-~' 1i~~,t'I>J'J'..""" :' "I;JJ~I ,t~)~,~,',~ '/:'lf. -81''11;; (,< 4.). ~ (, '(. "'w."" ~" "~'m'"~ , , f/E, :~ti ," " / ~"'J" /'J/6"" "', ,":, ''''''~M''~' . ~i: ~}(!t'~'f~ ~t'"?4'T~ ~irr~' . ': \ .,\s t;.~~~~1({~l~~~i;..~'ilr,)!h~( CHALKER PUTNAM COLLINS & SCOTT -') / CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 38),2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o JOB NO.: DATE: '- L q 1''5''5 ~/2e>;(ql ~z.- BY: SHEET: I of ( PROJECT: ..~ vfJ frN.T 'fOIL ~vQ~'~,:.P-~r_ -:~0h_._,_,_~" h'_-t-.,,_....,"",,-- "?"'l.-' ~ {C> 'f'c~~ .'Z-4,~.Q__ ' J 16u a..l' (, \ \00 J ,..-_._--....---._~- - , , _.._~-j_____..l. ..__. , , I' , : ~ ~ "1-J t ---,CHH"-'Hi'-"' . , i .~_..__.._l.__.__, .___ +.-- ;-... .'-i'. ..L .~ .L. 9 1: :,~~ <') ",:. L L 'J '1-P ~v I t. 6 4--00' '" w~ ~ ~~ we ~ 4<.)p(y'j - 71,~ z \38 ~_ ~ l'Sop ~ Wl.. '- , 1<,)<'>0 (L-) 136 PL F- -z"Z. j 10D \ - '32- y',-: ~_~.E~!:._ r-'-'-" 1-' .,- Id.".qr"'w ru,,,,-; 1... ._~.t '_'M"-1- --._._~-..-.----.I,,~.._mt_...~ I , ; ! 1 , , , .. ... l__._u~,,;_._...__._~ ~_. --i---'---, '-'." +,.- ---~--;--.~-_..J..---. -----.j---.- .~.~.m---'i. > ., '~1--'- . --. ..~:. ~_':L~,,____j..._._ ..1..____ .:u.______L. _~_..j .--~-~-L~.. ~_ .~.~_~mJ_.~_ _.~ -=-- " I", I .. . - _.~._---- -.~.--- ._._~... ------j-- ---.-{ , ! ' l ' i . --- ;-_._-_._-...----~ ~.. - j ! ----1 i h.i. _.~._.~ __._...~ y!~_..__..~ - .. i'"---'~-~''' -.~"U~..--..-.-i - .-~...j ......._'"-'~, .-.... .. I I .--1. i .~ .. -- ._-_..~ ;'--.-.-..!.~.-...-.i . - ......______~._ __u.___.. - - ! /' ':: t~~~~;~~1:W~~~~~~~i~; '-' \:<j;;;.'AfI' """. li;i,\'",~",. 10.. 1.. .t~~J.tJ:t 'i<.....~~ ~_ ,".;<r~/</~;;!Z;;\, ...~,,;i~~~~ ,"'..~ ~.,.., ,.,; 'C ~. " .l'l. /i'lt: lfJ ~~,CE~.~' / ~- ....~,..~..,~i'l!""".'il " "lfI[P rtf i--""""';;'i\ '. ~,!!,.. ,',",'\.~'e' .I.W , ''7ft~-l.-i*,d}.IJ1?~~''..le~':r .""\" ] CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 -"l--~'-'.:' ~J~.' l+crl'ril&y<".s. I~O -- )<- v W '.r->Ou-0 Dr' Cl-.ll t-<-... ..J r= l'--"V'.'\.- . \10 () I~ Lvfl-.......... 1'500 4svC)' ';1.\(-+) ) o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o JOB NO.: DATE: BY: SHEET: of PROJECT: _ __,_ "--' _.... _H',_ . ~_~d_ ! ,,-"-,f-.- ~J..)::2..,-. .,~!i .......~.. .i:... " " ,- ., , . .49 ...7J? t(\ z. .S". L3J' 4- ~ 120'v~ .. -....,'_.. --~-'!' .<-, ..' I 1 : ....~"?,.'=i~.~__.X ! '1- -'-"'--<--^'"'---"-'''~ G-..l,/:S0.. +<CCJ!.cp\. .. .1.0S=:... ! (AJ5.> :1/'I'ti'.-. \ 01 t.- ~ ..11.2. ~7 ..... 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I <t~~p~,~i:"~~~~;{0:~~{!~: ;~!~ CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: ..J 't 4-~ I f 2,/9 I I , -J '-- ( of I o CALCULATION DATE: BY: SHEET: o MEETING MINUTES ) o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: 7l1P [1M ~UO fO CdNe ~,', ,__,l.._<.,__...:'-.. 14L WcJvt-Sl c,4-5 It. ((P) 3/4~ P SM7S, / / '/ &llL. ' 1~'1, d~,S0~ - ~r,. S/rzL,' ;,,\ -.7 i-"" ) -J LATERAL ANALYSIS , .~. -,i~.'t~~YJ;r;;;:.l1}j ~~~'jH ~ ktI~ ;,ift:f:.f1~~'r4 ,i~1b ,,;~1f~J~;t "b ~;?1J1~:'h;"'if';~1 ;,:~I/l1: ,t~~i;:~ r"" ~"~ 1JFZ1it"::: ~ ~t4~~ ~~~~~~~~t~!;1)~f ~ :i .t'ti~ 4 ~ ~ ~ ~ll ~lc~:'J}..~J'f,\ l~J CHALKER PUTNAM COLLINS & SCOTT o MEMO M. CALCULATION o MEETING MINUTES }) o TELEPHONE RECORD JOB NO.: :::r=-1ys-e DATE: S - I - 9 I BY: Tj/ II SHEET: / of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: R~# PJF~TCJA/ t:i.-C/?/. 1. /} TEi<. 4[ 4pJ/l~YS,J~ 'v.///\//~ Lo40: <(30 fY\P\-\ EKP- f I \ , 6 P ~R _. \~6'6 U ~c.... p -= C: 7 ) ( 1 . :3 ) ( \ 7 P S -=);- 1 ~ ~ ~ _ p oS, ~ r:: (~5) ( \.~) (\7 B'F) ~ \,.~ ~s ~ I " () -'Go 20 - YO G'IM (r;; \,\S" ASs~(YI~L-'1) p:- I S-..~ (\.\r-)-~ \ 7.8 f'.s ~ ~ ~ \7.7 ( \,\S;) =- z..O"'-\. P').f" ----------~ ...:.:.) st.-\S\Y\ 'C L()~ D: z 0 N E.. -1ll P~R \q <O~ \J~C_ v=- <~( \, C) J Z.7S" \,if ::- ./03 \J ~ WooD SH[.4/2 (.J4e-t.-S ..;.../ /':~ (,-: - '/ , '" ~~"-''' .. ~ ",,\, W ~ . Jkt< ?~,~~>;;.' ~;"~"~:';;!I. J;t" ,. i\ Y.(~r:P "";j,~r,*~~~'f~ki~1t ';~ " (O"i/IJ~~1..I''lIP ~1.~!{l4~ 1~~';':~~' t,"'''Iii' 1>>7'J{~l::; , ~m ~M,(;J':;: ~"~""1.-5-'-~ ?'"l"",tl"" ..:,rr;,;~, ",\il!,'" ;~:?l;1i\' '^,< I tt~~ :'~{\!l.l -~J;pj:f;tjr:;l~'1~~d' CHALKER PUTNAM COLLINS & SCOTT o TELEPHONE RECORD o MEMO ~CALCULATION JOB NO,: T- '1 'I ~ 8 DATE: .s-- / - '1 / BY: 77/ II SHEET: 2- of o MEETING MINUTES CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (20&) 383-2797 INCORPORATED 1969 o PROJECT: f3~{fr7f'~;r6A/ ~,-EP?' i.4T€~,LJ1. !1/JI}C.--''1S/.s G PFER. RaCJ\= '. . . . D' P.~\\~'f\'f\\ (A'B\:JVL G ^'C::>~L6Q~ J' l WI IV 0 . L 0 ,v ra 0 l-S ) CD 1-."" -,,".---,---,- ...) 0 :) - / 01 E A ..... ~ c.. =t j j ~3="iH C NOTE .. \10 ND {6;J reOLS I $"fi./5/"?/G- (,o/'JrI20LS /.?OO~ "JC> '2 D/4P//n/1/,>? rL Oo~ 0/4/"1'-1/74;.-; WINO [;)C f7 t( ()/ 0 "-' G-- OI'V TY't 41f'{Q ,,)" " 3CC tit Fr CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: ...:r - cr 'i s: <5 IR'CALCULATION DATE: S-- /-91 o MEETING MINUTES BY: -rv 1/ o TELEPHONE RECORD SHEET: 3 of /.'"'\..... . ',.-",.) CONSUlTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: EY~. Ef>7tR rON .c L € /"7 ~ L4r~A/lL 4A//lLY~/5 2-,JD rL()o~ D / 4PI:I~/?r-7 LS,t/5/'?/C CO/l./T/?OLS }_ ,..-).. .' CD /' ~ 8+ L.~a... ({ot)~ D,A-I1/-tQ","" ~ g-3 (Roo1"-J \6_51<:. ( Fl.-co~) ,. ~ ~ '-/.( (ROo"''' ) () Lj'61f"f (Wl'\lo) / ( \ / 2.4 It' ( 1< 0<:)'1:) 7.7.6 v C l'-Lo~) ) '\!.,., " " '!\.$lF,~!' " . :"liJZ~ 1!;~l~-iAlj~~~'!<_~~z} J 'J:\I~~'-[l"" -I,,,Ui ..if~~'::'t,': ",,$,0 .."'" ,},f!;W'<l"," L":':~I::'J>!) ~0JIl~P,t\'~i , ~ r" o 'f ..:; , ~. ;1/!i(""",. tl ,.,"""'.". ;;,; . .g,;.~"t~~1~ ~~<r~}J,~;n.~1:~~; . ~ ~" .t1.~~;r;~~~~\D.<"t,I, ~~;..~ CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: ..::r=-9c;rB DATE: ..s- Z - 9 / BY: 11//.1 SHEET: 'I of '''\ . . ) aCALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 38l-2797 INCORPORATED 1969 o PROJECT: 13~ ,f rr; r ~ raN if t.-lJ'? ' s€.\ S \"\\ C W~\ c.- H~ /? oot::: ' Us€.- -1-. / S"" /'5 r S ps.':: 20 Ps~ pt- . ,PL . ronl<...- PLODf'<.. " us€., 60 f.>F Dc:... 20 P.5 ,:: C 0 1l..C... 7f;)~I'Y Nt:-:- . ~ . PJF PI.- l./S'" ps ~ ror"'1'-'- () I? Lit If ( '-/000 SQ -F~S' j ( 7'000)(, OZo) . . V Ie -' ;<0 or - ,/03 6~s - =- r ;"" . . ,--....-," ....--.- riGorZ V - '/0 3 ( ,/000) (~O'l5:) - /8 -$- c'-f' - - .-< .,.- ". , ge- ro rilL- V ::: . ==- . 26- , ...> , /I/fl[/l /3 ( 2000 Sc:J-~r- NO FL..OO~) . '-. .. V~ (20 '00) (. Oco) k:- ;< 00 ~ -/03 == - ~-/ fl;:</[/I C- ( 6000 ~Q-F"r) -/03(6000) (- 020) ~ k:- ;JOG; Ve:- /2-'1 (6000)( ~ ("tDOt<, t/: '! {) 3 - 0 l.( s) :- Z ? ft3 V~ t;o~~ ~ \ rvrll L- - "0./' /'107(.-' A/?il/ D - I1R{~ .~ \/ ~7t9L; . k:.- /lA;~4 IE_ --. 11 ~ t.-I; ,4- /02- CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 38J..2797 INCORPORATED 1969 o MEMO $.CALCULATION o MEETING MINUTES o TELEPHONE RECORD :;-; '7 'If6 JOB NO.: DATE: .:)-2 -"'f I BY: ./1//-1 SHEET: t: of o PROJECT: l3/?r~t;~ T'bfV ~ L-I[ ~. L /-l"-"~4L- ,4A/4Lj5LS c;- Y fY) r CaVIl'!?, €-.D PL19;1 /('0 o~ D/4rt(1t/f/7 ... '1": .') .;, 15 rl7~ "3 z.' .s: 30tJ IFf' I'll<' ..... -l $5" 1 11.-1 rz-~.. 4Z1 Z2.olt!/rr '2'" t , 36 ~ If=''/n' [2.~.o V'....... C<N'J'IV-yJ r~ A-ttL.4- S l:l<..'f>"\ ~ <; IJ'() g,1 (01 4uo (~h+ 46) ~ L 3'=>.2... .,::.,/" 40::::> -ti / rr c; ":6 ?f r.t~ l' I Jck .f':'~ ~ ~'5"\{~"'" 'll', .~" )'"-6' 1 ?',' ~J#}~11ft.~",,}PJI~~1.t ~f1' .,' 'l'\:j/' 'fj1M~ '~';"W;. > ~.,fd!r?l~ ~~;;, 14('c;"t4'" '. ~/ Il;l~, f'fl~{:~.1... '..;..(1; ~~,..,,~., LfJM~\)1 1':;:" ~f;: ~ ''!sl ~''''lJ:''Jt' 'w,,':'.'t'&1.:~.$!'i:'~ ~~~~'1'\~;}i~'Jf~t~~~~i.~:R; . "I . J {,}!t."" l:' ,,~);''''1'i\;~f#' "-,f . CHALKER o MEMO JOB NO.: cr:: '1Y'sS PUTNAM. ~ CALCULATION DATE: ..y--Z-'j/ COLLINS o MEETING MINUTES BY: -rY II & SCOTT o TELEPHONE RECORD SHEET: 7 of ...." . ) CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA. WA 96402 (206) 383-2797 INCORPORATED 1969 o PROJECT: (5t? f /? ~ /? iCA/ ~ t-If /'? . t.. 4- T~ ~ /-l L-- 411/ 4/..-'/ S l.s !?ovr 'o/4~//1?4/J7. ;f/foVIf i/~f'/!";'4te,!~v ~.P'tVV ') J ..It !f''!'' "]00 ":).60 -# jpr '[ 8/~ ftl'lf' f" '3.::>oV/rf I ,.' -'\ . ) CHALKER PUTNAM COLLINS & SCOTT o MEMO ~ CALCULATION o MEETING MINUTES o TELEPHONE RECORD o CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCElT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 IS /? Ii /'1/l. /2 ,T7?A/ ,if t- ;7 r"J - PROJECT: JOB NO.: '1- q Y S-e. DATE: S-~2 - 9/ BY: j7/,I/ SHEET: g of ) 70D tI/rr ~,/ L 4rr~ 4L Arv/!t, '/ S 1..$ /< 00 F D/~ />/1 /(" r? #<3 v v ~ ,L/TCtll/'J / 1""401. . J 1 1 l200 (/ /r r . . CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: ::T-'1 YS-~ DATE: ..s--Z -9 I BY: TV /I SHEET:"; of J8- CALCULATION o MEETING MINUTES r) o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 911402 (206) 383-2797 INCORPORATED 1969 o PROJECT: e~rr?.fl?rorv ~ !.-7"/"/ tu /lL(5::, /3 Ii c.. Oc.....; /? 0 O~ .0/ 4P//~ 4'7 W \ 'I'J-D [....:D A.0S . (M4,,) ';') I c. Q vI 1./. V 4 f-L- Lo/1D L{IlJ6-rl/ . L- i Nt;,T/~ Lo/lD rr I ~2 0 -Ii IF r 2'1 Z'-f Z $0 ~/rr /0.7 ~ .jJ eyS" $2. Z 2.. {, 'Y73' Fr l<l'~ €. '-I, I Ie. l.f1S ~ t; )Fr 3L 7'- f. ~K I II 7.::> ~o 0~ I' 'Z~ , 2'Z..' fJ.'i "- '1~ 2' Z'2 _(; I t.;"-e , 2'-1' / 7 I ) W 4t-r-.s B 1'L Olu ~//VO '" ,<;'f'r5/'?(c- LO/.}O.s -./0 2 PtOcYe ( ~ 4:X ) _.J W4LL LOIlD !-{NCTH €t<. t.// 1/ LcJ 40Jrr L ~ I'l/? rl/ -- I q l( .9. 'ts" ~z I Z'1 I Z 7S- 1';:-/' 2 L , 2'i I '2'1 J "/rr 7 II z'l L f f .tJ9o ~I j:"1 .3 / J L (;~p ~~ '2 'Z. -6 'I I~ . 3z' 71'b I -3 ? 7 ~/r /' /I -(J '1$ ~'o S C; It ,~ 'IS' 7:::' , 1</1 "< ~7 Y/rl b ~ II I , ioo I/F7 -- ~- "20 cQ 7 1'2. I( If '32' J 7' 7 7~ tf / II ~ I b r- ;/ Llo I 't 0 ( 7' DO 1/// r q 10. e. 'is 3~' Z-It '-17 ~ Ii- /f r ROOF FRAMING CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: .::r=- 9' '-/ S-B i2! CALCULATION DATE: '7.13 I q ( o MEETING MINUTES BY: pJ/ o TELEPHONE RECORD SHEET: (/) of .,~ CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: P/ff/l1€~ roA/ FLF/Y.?_ , !' .... " -.....: IJ€.5,/G-^I i ck /1E,/f)1J- 1-04 D.s: ----,-"'---j. . . '---L.._~._u.~ 'VV') II L/!I- -, _on: . ~ r'"""-~-'h--"'-1 -. ....~~--__).___._.L____~ 4boF' M'_ _.--:.._.,,~ _.._~_._~.__..j ___ ---i J=L r--v-... Y:? ~ ..- _.~',',. ;Z 0 P~F-r 2. D Fs += (c 0 Ni::..- SOPS.F.ot: 20~F C~HRi: ,".- ',. -.- ~-h_.___L_-.......i ..-.--< T'7FIGfl L FRAr>7lfJC-- -C') ~"i:, .' AODr ;:< 0'0 F ,Fivor.( rLO~ ..::rol~ T~ /3f'?fI1-S J7::>/ .s T-S. B.z: '9 m..J. 1~.I.s . GLU-L t1r'73 r~.J: ~ Vu{SfE~C-) r <::;/'1-0 lA..) DR / r r <f2. Rr:x:J.r .. (~ R /1'6 t3 ()Be. ) k . . -. , .-.. - ~. .. -.,. ;... 777T7y7 \ -) CHALKER PUTNAM COLLINS & SCOTT o MEMO ~LCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: .::T- q lf5'B DATE: i/3/<91 BY: 7T/ 1/ . "-'.. " :1 , SHEET: 2- of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: 8. ~ 1t..JY\ \1 Q.. T\:)N ~L E,J"',. 'DES/.VN /<OOF 8€ ;4r:7-.S.. f" .- - '" :-'--'~"---'!.'''''--'':'' .-'..; ! ! , ! ~ " "', ..' ,,;-,..t :i, j ....;.:.:.-;'.'+i.~ .. Frf~tSP":~QJ:Lr~r ...; .~__~ '~".(_"M_,~L__.~ ___+-_~_ _~~ ! 1?6--1 (YI i""A. "- = .~ ; i: . , I , . .-. ...... ~,..'" .~". ._---~. -+'.-'- ..... - '. - -: , \~~3qof-\2.=~<:,e ~ -Ill ~=- l?_;' 7"'(.'2.. rl\l.... t,.... "'''.., . .'Hm' . ~ , s,e' i. :3 <::1' ',,'- I ' , (2.iz..!' .~. '"? 1 .__ HS~~R= la~s:! _. 371 2'~(J.ls-) \j C'V\A. 'L = 1.:::::.. \ \- b L- .,.... j) R~~CL=I.s-(i l.~~) ~ q .I-iS" (e.- (b S;) . V~~ ~1~zi,~ * S ~ ~s-r /.v} ~ J..=. ~OCf Ov Y, .6.D+L-: Z-3 1/ ..b =- /- 'j ~ 240. ~-. 3&0 ];(Q = 05t 2-3 (~e;o~) ,," 6767" /~iY . 1-9 S".. ., . ~~)( 2- $"' k:... ..:r ~, 7082 I^" tr 1!-~/30 (, y 1 s- .----:1 ____~ ,-y ts- t"" ~ l ruv i2- b I A-' ~~ '1 ( ~ (9\ _ z ~ ~~ ~ \ cs! tl0 Ie ~C . / 1 <. \1.0.....,!Li ,.. 1 ID> \ ')0 -r ,1') (&0 10:::> 400 c;ov ,. <:) (.p~(fl')') ~ Line :I. Linf:' i.? L.i nf:~ 3 . Line '+ I... i nr.~ ~.:j litle ~ Scope : Number~ Misc Dsngr : :I. :I. "-Ivlc', y I. f.~ ~:) .... f~f~. ~5 -- 1.5 ...00 .... lE..::; -- 38~'j - (~E+OIS ..,,3 ---------- DESIGN DATA LOAD DURATION FACTOR~ USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1. 15 N y/n Y y/n --------- END FIXITY CODE l~Pin/Pin, 3~Fix/Pin, CONDITIONS -----)) 2=Fix/Fix 4=Pin/Fix 1 << ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER 31 ft: -------- UNBRACED Lu : CENTER SPAN Lu : LEFT CANT. Lu : RIGHT CANT. LENGTHS ------- = 2.1S7 tt ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, distances for left cantilever ......Uniform........ @ Center: Dead - pIt L.ive - @. Left Cant: ) Dead - pIt Live .-. @ Right Cant: Dead - pIt Live - .................. Trapezoidal Dead @ Left = @. Right= Live @ Left = @ Right= ...X-Left = ...X-Right - 8~'j .(+00 10~:j 500 plf fi~ 31 ,. .. .. .. .. ,. " N ,. .. 1# .. ,. ,. " ,. ,. " ,. " " ,. " ,. ,. ,. ,... c: () )") C~ (.~ lO) t: T" it t.: e d . . t*1.. .. Ui.~.. .. n3.. .. n'+.. .. >>:5.. .. nlS.. .. WI.. .. >>8.. DE.ad lbs Live - Distance= ft ) .j ,. ,. ,. " " .. .. ,. .. ,. II ,. .. . .. ,. .. ,. ,. ,. .. ,. ,. .. ,. ",. A I) I) 1 i f? (j 11 C) nl (-? 11-l:: S ,...,.,.,.",.,.....,.,...,...,...,.",.,.,.,....." ..tH.. ..tH!.. ..tt3.. ..tt4.. ..tt~'j.. ..tH':,.. ..tt7.. ..tt8.. Dead :::: i n--n Livf~ :::: Distance= ft 1---------------------------- SUMMARY -------------------------------1 I USING: ::'j.1f!~j" x 22.~.:jO" B€'~(:lm, B€~ndin~I:::: 7:1..-4::<:, ~;heClr:::: .(+6.99::<: I 1 D ("-' ,:~ d 1'1 ~"\ x . 1 I Max. M+ @ 17.1 ft = &6.221 ft-k Left Reaction= 2.9-4 6.61 k I 1 Max. M- @ 31.0 ft = -0.000 Rt Reaction= 4.57 10.28 1 I Max @ Left = Center Detl. = -0.58 -:1..29 in 1 I Max @. Right ~ -0.000 ....Distance = 15.87 15.87 ft 1 I Max. Allow Moment = 92.7-47 Left Defl. = I I Right Detl. = -0.01 I I t b : Ivl c:\ x. Act; u a 1 :::: 1 , 8 3 a p~; :i. 1 I Fb: Allowable = 2,57-4 psi Ck = (3E/5Fb)^.5 = 22.21 I I tv: Max. ActuCll = 89.2 psi Cs = (LeD/B^2)^.5 = I I Fv: Allowable = 189.7 psi C1 = (12/d)^.111 = 0.93 I 1 Max. Shear @ Left = 6.6133 k Sxx - Supplied = -432.-4 in^31 1 Max. Shear @ Right = 10.281 k ATea Supplied = 115.31 in^21 1----------------------------------------------------------------------1 L i n~? 1 Tit:l(:.~ L1ne ~ Number: Line 4 Mise Line r Dsngr : 11-May ~ GENERAL TIMBER BEAM ANALYSIS & DESIGN ~~ . . .------- REQUIRED 0 & Area ------ ~xx Max. Center Mom - 66.2 ft-k ....Sxx Req'd - 308.8 in^3 Max. Left Mom - ft-k ....Sxx Req'd = in^3 Max. Right Mom - 0.0 ft-k ....Sxx Req'd = 0.0 in^3 Design Shear ~ Left = 6.6 kips ....Area Req'd - 34.9 in^2 Design Shear ~ Right - 10.3 kips ....Area Req'd - 54.2 in^2 Brg Req'd ~ Left - 2.91 in Brg Req'd ~ Right = 4.53 Camber ~ Left = -0.86 @ Center = ~ Right - " . .~. J ".~-~ Line 1 Title : Page 2 ------- ALLOWABLE STRESSES ------ Fb Fv Center Span - 2.57 Left Support = 2.57 Right Support= 2.57 0.19 0.19 ksi Dist. = Shear = Moment= Defl = ---~------ QUERY VALUES --------- Left Center Right ft k ft-k 2.94 ...... Live Load Location @ LEFT CANT. ? ~ CENTER SPAN ? @ RIGHT CANT. ? in y/n y/n y/n L..inf:~ 3 Line 4 Line ~) Numbfn': l'1isc D !:; n ~I ./' : 11-..t'lay GENERAL TIMBER BEAM ANALYSIS & DESIGN P a ~I f'~ 1 .- 1:'- 12:5 ,J. -- 10. ~:j 1. ,... .- ,") - 2 -'+(I 0 - 16::; == ~lH~'.i -. 2E+06 - 3~~ ---------- DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1. :1.:5 N y/n Y y/n --.-.--.-.-.-- END FIXITY CODE l=Pin/Pin, 3==Fix/Pin, CONDITIONS -------) ) ,~ :::: F i x-:l Fix. 4==Pin/Fix 1 < < ---------- SPAN DATA CENTEf~ SPAN LEFT CANTILEIJEI~ RIGHT CANTILEVER = 9 ft -------- UNBRACED Lu : CENTER SPAN Lu LEFT CANT. Lu : RIGHT CANT. LENGTHS .--.--.-....- -- 4.5 ft == ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, distances for left cantilever ......Uniform........ @ CE~n1~€-~'r : De."d .- pIf Live :::: @ Left C,':\nt: Dec\d - pIf Live - ") ~} FU ~I h t Cant: De,"Id .- pIf Liv(~ - T 'r c\ p €~ Z C) i d a I Dec\d @ Left == @ JU!~ht:::; Liv€~ €~ Left == @ IU !~ht:= ...X-"LE~ft; .... . . . X -"l~: i !~ h t .... pIf ft . . . . . . . . . . . . . . . . . . . . . . . . . . .. CCH\CE~nt'ra ted ............................ ..>>1.. ..>>2.. ..>>:3.. ..>>'+.. ..>>~:'.i.. ..tt6.. ..tt7.. ..tt8.. De i-\ eI .... L_ i V(~ ..- D i ~:;. "\~ "H) C €-~ == ~:j600 '+'+00 4. ~'.i I hs ft \ .J . . . . . . . . . . . . . . . . . . . . . . . . . .. A P P I i (o? d 1'1 ()nH? n t!:;. .......................... ..tU.. ..tt2.. ..tt3.. ..tt.l+.. ..#~:j.. ..U6.. ..tt7.. ..UH.. De,;\(j .- i n.-tt LiVE) .... Distance:::: ft J---------------------------- SUMMARY -------------------------------1 I USlt-lG: 5.1f.~~:j" x 10. ~:jO" Ih~am, B€~ndin~1 == H3.1", Sh€~a'r == 39.17" I I Dead Max. J I Max. M+ @ 4.5 ft - 18 tt-k Left Reaction== 1.HO 4.00 k I I Max. M- @ 9.0 ft - -lE-:l.3 Rt Reaction= 1.80 4.00 I I Max @ Left - Center Defl. - -0.1:1. -0.24 in 1 I Max @ Right - -5E-14 ....Distance - 4.50 4.50 ft I I Max. Allow Moment - 21.659 Left Defl. - I J I:;:ight: Df?fl..- --O..O() I I -f b rl c\ x. t:l c:- t: u it :I. .... f~ , f.~ (::) .1+ p ~;. :i. I I Fb Allowable - 2,760 psi Ck - (3E/5Fb)^.5 - 22.21 I I tv Max. Actual - 74.3 psi Cs - (LeD/B^2)^.5 - I I Fv Allowable - 189.7 psi Cf - (12/d)^.111 - 1.00 I I Max. Shear @ Left - 4 k Sxx - Supplied - 94.2 in^31 I Max. Shear @ Right - 4 k Area Supplied - 53.81 in^21 1----------------------------------------------------------------------1 Linl0 .1 Titl(.? : L:i, nE~ ,! ~;cope : Line ;3 HumbI0'/' : L:LI1Ci:' ::' D !:; n q '(' : 11"-I'1<:\y ____M________..________..____________________.___..______._______..___________________________________ Pi:\!} c.? E~ GENERAL TIMBER BEAM ANALYSIS & DESIGN ----------.-.-----....--.--------.---.------------------------.--------.-------.-----.--.--------- .....~ ---.---- I~EUUII~ED Sxx & (.~'('ea -....-............ .' Cf:1 n '1~f:1'(' /'1 0 m 18.0 ft:--k Max. =: ....~3xx Rf?q' d =: 7H.3 in^3 Max. L€~ft; Mom - ft-k (~ I~f?q , d ,- i n^;3 .....:>xx /'1 a x . Ri ~Iht l'lom == 0.0 ft:-k .....Sxx I:;;eq'd =: 0.0 in^3 Desi~ln Shear ~ L€~ft =: 4.0 kips . . . . A.,.'(=c.~ I:;;E'q'd - 21.1 i n^(~ Desi ~In Shea'(' ~ F~i ~Iht =: .1+.0 kips . . . . A're.."\ I:;; 1:1 q , d - 21.1 in^,~ B'rg l~eq , d @ Left == 1. '76 in B'r~1 F~€'1q , cI [~ FU.~lht - 1. 7f:, Cambl:1'r @ Ll:1ft - -0.16 O' @ Cente'(' - @ I~ight - .:) ) > Li nf.~ :I. T i 'l~l f:1 : Lint::' ') Sel) pt':' : (- Linf.-1 3 Numbt~'I' : ------- ALLOWABLE STRESSES ------ Fb Fv 2.76 Centl.?'r Sp.."\n ,- Left Support -.. R i !} h t S 1.1 P po 'r '1:: ::: ksi c!. 76 ,~. 76 0.19 0.:1.9 ---------- UUERY VALUES --------- Left Center Right Dist. == ft Shear =: 1.~0 I'\oment::: I)[~ f 1 -- ...... Live Load Location [~ LEFT CANT. ? @ CENTER SPAN ? ~ RIGHT CANT. ? k ft;-k in y/n y/n y/n " t;:;'~~4~~:~/~ ~;,~;)l~JJ~ty.;t V~ """"~"'I''lf''\1'i';~fJ.'"~!i\r'f,' ,""~"I n: ",,'.:fu.,.~'" ~ "~'~jl. . c;'~.i#1Y: l:tl~ 1~ I .~/ t ~~;.~'~1}* .r, '0'" ~~"h'! , fiiJ ;;1!, / ~j~! ',~ (/f4'!!iiir'!iJ:Ii!'v"}!''if''& ~. . ~ \' :.7~~~'~',~~:~\~~6'~: lHALKI:K PUTNAM COLLINS & SCOTT o MEMO ~ CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: .T-9 '1SB DATE: 7:/~/ql BY: 77/ // SHEEl: 3 of :.') ".... : .:;J CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SU ITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECl: /5/it'/lJr/! roll./ ~ 1,1{ /YJ R O:JJ!: . ..' .~-,-. .._~. ~ )' - ". .r.- ,y". ',..--~..-) ~lJn.5' . ~!: . H.'~': n .'. d_. ...~ qd~,"r)ho~H3J"i~~! , , , . ~I .. .. .... ..~ . ...;:. ,":~ 'n: : ~1.~. l.~ i ._..~ ..e;i.~,tTJ=i.L~-. -, -...... ': . J-':' _ . T~=:':==-_: -=- t. -I 1?(5-2- ., ..L-..=.2.~'i 5/'8 Co. <0 3 0 _ , 3..0,' .0......,. I ~ 3, i .~.~Q=;. . . . '.... 2 ~ 'fOus) .:=r."" -..... '..-..' ".. '/ ,22.. /' ._,,~. __'e' "- -. (Y\vv\.~X?- '039 .' "7~_'" . \/ "^-6..",-'" 12 ~3. .... ...... U.) 1'[. ...... . ...... . .... .PR~Q~ .~~~ 3)b (9f8.) -;3~'t IV"~ ..I:;'"39 ~ G' /A/ '-I , . jt~ ) 081'.,.,) .,.... 'L/zl.fo'" (. l 0 /-S(13~_3^ )~ 1../~(16S) ",-.~. _.-.- ~'"_.~., . . ) · 2-:. {O':;.Uyj {D-l-LJ Li ;:: .66 .. ...... ^,.".. /' I' e..-=- .t.I c::rz. "343 !?6 -3 L;; 26 I .~. "-.~,,. .,~. .-. ---; .+ 26 {Y\ MAo<.:: '3 60 [N ~ [L. V ("\.4- ~ =' G K-. 5/<.tQ:: ~b o~.j30j N3 I, 1 ~(Z~y) ust ;-/ex /8 . . j/lZ.fQ.~!>(b) _r? IN 2- . . . f6(~~ 5~ 26 6(1..70) ~ '2 ~StNJ .J ~ 2 'i '10 I- 'I $,'10 == /. ~ A -:: 'qz 1,..,2-- . i >'.'-/ b Dr/..."::' a B . /' C~.3M CHALKER PUTNAM COLLINS & SCOTT o MEMO lJ(CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: q if S"8 DATE: J.j l~ /'1/ BY: TV#- SHEET: ?/ m CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCElT, SU ITE 301 TACOMA, WA 9ll402 (206)383-2797 INCORPORATED 1969 o PROJECT: (3R!{frJlrl?ibA./ ELEn. ., f -.-.". '1<8-~ '/ : L=b..... ~n ~. 2. ~ ;: /')/-5, '. . ." .,i,. ..'+- '-!...---L'..~--,.. ."J I ~, .- - "; , , .. ........-.----.;......--- -.:...--. , , -- I' /?;3- S .~ ." -. '-;-- -.-; ~._- -;- ',' ! , . '.'j .--- ""r--".- .,--.. ._,. , , i ,.... (JS€:. L = 3b I R /6@-Ycr-J '2./ 'to / , :. ..---.:..---.. j ._.~..- , __. .._ ~__._u__.. _."~.._. _ ._ 0.5'- 5" ~)('l 2. . -j-" . . . "(/ .6 0 f- L.. .: . 7 Z . . II /1 ,G.-=- , 1"1 us{" ,"" 3F ':' ~ s- '[' I , n"......!.. "1 G./<-LI:.. 2- ~",--6DH_'=: I ~~2..".: ".._..,_~ ' _,/",l.==--. ,:, S-~.'L2.~1 ....'..... \....;;,..; CD . [ /?~-,6 I L~/6 q/ //?/~'::- I .-) 8&-7 / m /6 :; '1 / L=-/b t/.>Ii..- s- ~ ,,';'~ ~ , (3, _, ' ,--_.~ _ ,-. .'H _ ;_ // AOrt. "": - b 7' C ~ 1",//, ~13-g L~ 22 / Tfi. /(l;, =- tto .60 I- '- =: '6l3 /1., /~ .c.. ~ /'lj , , , . - -'. - -- - - t/ SI[ G Y1' K. 2.- Lf" '. cC-) I...J. ne ~:; Ds,n~I'(' : l:i ...."l,,\y .-.------....-.-..-.---..---....-.--..----..-.---.-------.---..--.-.------....-.-.-.....--.---..--.-..----.--------------.----..----- GENERAL TIMBER BEAM ANALYSIS & DESIGN P.:\ ~I€') 1 .--..----.-.-.--.-..--..------..-------.------.-.-.--.--..-----.-.---------........----..--.-----.--.------.-....--.-.-..-... <'..~..... l~..'::: ,J '. 7:5 .... 2'f - 1 .. ~7j ...00 == 165 == 3H~~ - ,?E +06 -<3 ---------- DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd? ? L 1:5 N y/n Y y/n --------- END FIXITY CODE l==Pin/Pin, 3==Fjx/Pin, CONDITIONS -----)) 2=Fix/Fix 4==Pin/Fix 1 < < ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER 29 ft; -------- UNBRACED Lu : CENTER SPAN Lu : LEFT CANT. Lu : RIGHT CANT. LENGTHS ------- == 2.67 ft == == == ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, dist.:\nces for left c.:\ntiIever ......Uniform........ @ Center: De.:\d - plf Live - @ Left C.:\nt: De.:\d - pIf Live - @ Right C.:\nt: ~, De.:\d - plf ~.;~~ Live - .................. Trapezoidal .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ,. De.:\d @ Left = @ Right= Live @ Left = @ Right= ...X-Left == ...X-Right - 180 720 pIf 22~~ (300 ft ,?9 .. .. .. .. If ,. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... (~c)r)c~€~).)t:.r-a t€~cJ . . . . N . . . . . ~ . " N . . . N " . ft N ft " . . . . ..ftl.. ..>>2.. ..ft3.. ..>>4.. ..>>s.. ..>>6.. ..ft7.. ..>>8.. Ibs De.:\d - Live - Dist.:\nce= ft . . " . . .. " N . " " " " " " " " " " " " " . . . "" A fJ I) 1 if? (j J1 ()n1 e 11 t 5 ..",.."....""""..."".."......" ..>>1.. ..Hc~.. ..H~~.. ..>>'f.. ..>>~5.. ..>>6.. ..Wl.. ..H8.. in....>> De.:\d L i v€~ Dist.:\nce= ft 1---------------------------- SUMMARY -------------------------------J 1 USING ~ 6.750" x 24. 00" B€~':lm, B€~nd i n~1 == 77. 9", Sh€~.:\'I' == ~'j7. ~~l" J I Df?.:\d 1'1.:\ x. I I M.:\x. M+ ~ l5.9 ft = 107.48 ft-k Left Re.:\ction= 5.22 ll.75 k I 1 M.:\x. M- @ 29.0 ft = -0.001 Rt Re.:\ction= 7.83 17.62 I I M.:\x @ Left = Center Defl. = -0.51 -1.15 in I I M.:\x @ Right = -0.000 ....Distance = 14.85 14.85 ft I I IYf,,\x. Allow t'1()m€~ni:: = l37.99 L€.)ft J)(':.)fl. = .1 I I::: i !~ h t Dc,? f 1. :~" --0. 01 I 1 fb: IYf"lx. (.lci::I.I.:\]. == 1,'::1'::10 p!:,i I I Fb: Allow.:\ble = 2,555 psi Ck = (3E/5Fb)^.5 = 22.21 I I fv: t'1<:\x. ~:lct;ll.:\J. == 10H.7 psi Cs; == (L€-~D/B^c~)^.~:j == I I Fv: Allow.:\ble = 189.7 psi Cf = (12/d)^.111 = 0.93 I I M.:\x. She.:\r @ Left = 11.745 k Sxx - Supplied = 648.0 in^31 I M.:\x. She.:\r @ Right = 17.617 k Area Supplied = 162.00 in^21 1----------------------------------------------------------------------1 ;.) Line 1 Title : Line ~ Scope : ~ Line 3 Number: Line 4 Misc Line ~ Dsngr : 11-M.:\y J b~N~KHL II"~~K ~~H" ANALYSIS & DESIGN -.....--..---.. J:;;EGUII:;;ED SXX & A '(' e a ---.---..- 1'1 a x. C€~nte'I' rlom -. 107.~:j ft-k (~ J:;;~::'q? d 50.4. l in^3 .....:>xx ..- I"I a x . L€~ft Mom ::: ft"-k .....Sxx Heq'd - in^.'3 1"1 a x . Ri ~Iht Mom ::: 0.0 ft;"-k (.~ Heq'd .- 0.0 in^:3 .. .. .. III .:>X x Design Shea'(' ~ Left - 11. 7 kips . . . . A'('f.?," I:;;eq'd ::: 61. (3 i n^i.~ De!'.>i ~In Sh€~a'I' ~ Ri ~Iht ::: 17.6 kips . . . . A'('ea Req' .d ::: (32.8 in^2 B'(' !~ J~f.?q , d @ Left ::: 3.(3:3 in B'(' ~I Req'd ~ Right -- 5.89 Cambe'(' @ Left - -0. 7'7 ~ Cent€~'I' ::: @ _H i 9 h t .- .) Pa!~~::' (.? ------- ALLOWABLE STHESSES ------ Fb Fv C~::'nt~::,'(' Spa n .- Left; Support - I:;; i gh~; Su p po'('t::: t~.. 56 ksi f~. ~:;6 f.~. :5(:. 0.19 0.19 ---------- GUERY VALUES --------- Left Center Right Dist. ::: ft Sh €~a '1' ::: J'1()ment:::: 'Defl ::: ...... Live Load Location ~ LEFT CANT. ? ~ CENTEH SPAN ? ~ RIGHT CANT. ? 5.22 k ft-k in y/n y/n y/n L.inE-) 1 Titlf.~ : L i 11<:? ") SCOpE' : (;.. Line :3 Numh€~'I' : Li nf::' 't l'1isc : Line 0::' J)sn~lr : l1-M.,\y ..! GENERAL TIMBER BEAM ANALYSIS & DESIGN P .:\ ~I e J. .- 1:'- 1 (~~5 ,J. - 1 ~:; .- 1 ,::" . ,J -. 2.....00 .- H..~5 -. 3B~:; .- 2E+0(:=, - 3:~ ---------- DESIGN DATA LOAD DURATION FACTOR= LJSE BEA~I WEIG~il. ~) REDUCE SHR BY 'd' ? 1.1~5 N y/n Y y/n ..-.-..-.-..-.--..-..- END FIXITY CODE l:::Pin/Pin, 3::Fix/Pin, COND I T I OI'iS ----------) ) ;.~::Fix/Fix .....::Pin/Fix 1 < < ---------- SPAN DATA CENTEF~ SPAN LEFT CAI'iT I LEIJEJ~ RIGHT CANTILEVEF~ :: '3 ft -------- UN BRACED Lu : CENTER SPAN Lu LEFT CANT. Lu : RIGHT CANT. LENGTHS -------..- - 4.5 ft ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, distances for left cantilever ... ......Uniform........ @ Cent;e'f': Dead - plf l_iv€~" - @ L~?ft C<.'\nt: Dead - plf L i \Ie .- @ FU ghi~ Cant: Dead - plf Li.vE." -- T'f'apezoiclal Dead €~ L(~ft :: @ I~i !~ht= Liv(~ @. L(~ft :: @ Ih ght::: .. .. .. X--L.eft -. .. .. .. X ..-J:;: i g h t .- plf ft ) .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... (~O)1C~erlt'l..it t€~cl ............................................".......... ..tt1.. ..U(~.. ..U3.. ..U4.. ..U~5.. ..U6.. ..U'7.. ..UH.. 8400 lbs 10(:="00 Df.~c:\d - I._iv(-? .- D i !Ed; a nc(~:: .t+.. ~:; ft . . . . . . . . . . . . . . . . . . . . . . . . . .. A P P 1 i e d 1'1 om e n t!:;. .......................... .. tt1.. .. <<2.. .. <<3.. .. "4.. .. <<~:i.. .. <<E.... .. WI.. .. <<8.. Dead - in-U L. i V E.' -. Distance= ft 1---------------------------- SUMMARY -------------------------------1 1 US I N G : 5. H~ ~:; II X 1 ~.;. 00 II B (~a m , B (m cI i. n ~l :: '3 '3. 1;X:, S h (~a 'f':: E.. ~:;. 1 ~~;x: I I Dead Max. I 1 Max. M+ @ 4.5 1t - 42.75 1t-k Left Reaction:: 4.20 '3.50 k I I Max. M- @ 9.0 ft - -3E-13 Rt Reaction= 4.20 9.50 1 1 Max @ Left - Center Defl. :: -0.08 -0.1'3 in I I Max @ Right = -lE-13 ....Distance - 4.50 4.50 ft I I Max. Allow Moment - 43.120 L.eft Defl. - I I Ih !~ht DI.?fL .... '-0.00 1 I fb ~Iax. Ac:tllal - 2,669 f)s~i I I Fb Allowable - 2,692 psi Ck - (3E/5Fb)^.5 - 22.21 1 I fv ITI.:\x. nct.:ual .... If.~3.b psi Cs .... (L..(~D/B^c~)^.~:i .... 1 I Fv Allowable - 189.7 psi Cf - (12/d)^.111 - 0.9H 1 1 ITI a x . S h (~a '1' @ L f:,' ft.... ':l. ~.:.i k S x x -- S II P P 1 i f.'~ cI -- 1 '::) c~ . c.~ i n ^ 3 I 1 Max. Shear @ Right - 9.5 k Area Supplied - '76.88 in^21 1----------------------------------------------------------------------1 ,~/ I...i nl~ 1 Titll'? : L.. i nf:~ r) Scopp : c_ 1._ i nl.? ;:\ l'iulll bf?f' ~ L..inp ....i rlisc Linl-? I:;' Dsn!p' : 11 "-1'1 a y ~I __.__M_R____________.._____________________.____..____-------------------.----------.----------- GENERAL.. TIMBER BEAM ANALYSIS & DESIGN Pa!~e 2 -- .-. ----.- REmJII~ED Sxx & AOr("'~'" -.-......-....-.. "., a x. CentEn' Mom - 4f!. -; fi";--k (~ I~eq'l d 00- 1 ':30.:5 :i.n^] ....,:>xx Max. Left rlCHll ._. ft-"k ....Sxx I~eq , d .- :i.n^J Max. fU !Iht 1"1 0 m :::: 0.0 fi";--k ....Sxx J~f?q' d - 0.0 in^] Desi !In Sh €~a '1' (~ Left .00 ~). ~) kips . . . . A'r(,?a I~f?q , d 0- :50.1 :i.n^2 Design She a 'r [~ fU g h t :::: 9. ~:j ki.ps . . . . ~~'rf?~'" I~('?q , d 0- ~jO. 1 . ^'J 1 n ,_ Borg Req'd @ Lf?ft .. 't.l':3 in B-ql f~eq' cI (~ f~i !Iht .. 't.l', Camb(.?'r @ Left :::: 0-0. 1:3 @ C€o~ntE~'r - @ I~i !lht .- /....A.> 'J ) ------- ALLOWABLE STRESSES ------ Fb Fv Center Span - Left Support - Right Support:::: (~. (;':3 f!.69 ,~ . (; ':3 ksi 0.19 0.1'3 ---------- QUERY VALUES --------- Left Center Right f.t Dist. :::; Sh€~a'r == !'loment:::: Defl :::: ...... Live Load @ L~FT CANT. @ CENTER SPAN @ RIGHT CANT. 4. f!O Location .~) ? ? k ft-k in y/n y/n y/n CHALKER PUTNAM COLLINS & SCOTT JOB NO.: ;r=- 9 q SB DATE: 41/3'/9/ BY: /1/ // SHEET: ~ m o MEMO IiCALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: E~ 1" PJF ~ /O^./ " 8U";_5 u._; u; +f-1-W P": ;i-; __!__+~ ' , , , 'I.,;. , , ~' ',,- .- - " . -.. --... "C' .. '- ~ t-. . \' ..--.. ~l"j'-'-j :.. ' . '. ,.. I~p fL:.. ~.... '.:.. Ji.$""(3 6:) '=, I E:, ~ ?.: ,!"f--.{ "Z"Zs-~ ' ",,*, ' , -.,. . '-, ':..,. I . ,-,. ... d......, . \ $S ..'.,..J ......: l I : '; l ~ i j - - ..Jo. . - ~., - - ' _ _ __ __ ~ __ _ i _ ~. _J , I! - -;"'~ _. -.-. ,...._,~ : US/Cr4 ' !?oo,:', . . ,- 'f .... --r....._.......__._., . . . , ('1\("\.,,><- =- ./6S0tN-~ ;:;!5 __ CJ. :n.... / -"..L-== 38 ljs(, } ... .:. K 10 . ~.. , ..J f .. ....n. 1.: ..;". . ..{4-.. .. . 1Z0-b ' i i ".____"4 ,___+ _._) ! i . " 3~: : I . (' 2:1 ',' . j- . "...,)5hc...Q;16~ .... == 6701~~~ ".._ktf~~~) : V -/C.. , fV\..A.o.-. == ?- Q< S. , ':) /?.!> - / 0 I L :: /b fYJl"'\A..;'" ::- VI"1LlA ,) ! '....,.._-~;"_..._.._~ /l ' I. S" /2 O-s 4-) ,:_-../,',/.2:,. '.".' ;, Z- N R, 'LQ.~ ( ( t::> ,,-.< /- /S-,.(- J6S:-), U5t:- : bJ'I x. ..2.7 . .s~;- - .91.{ (733), '"' (; 61/1\./:5 .,. .;:. = It 071 il =: 18z- 3/' W . Ie . USL O.,JLJ.K2-6 , c- . c..; .3/Lf; rz.e., A- _J. .., ~~ ; 1 " : ; . "< -----_.___,.m._ . , , . . :-----""1"---"'._"; '1./1 '19: ~ -" ~t)~L. p /...,'1..1.1\)' ?/"l4 ~:- Z 3 Ie;. 2-3t(16/~) :q c,t.-~ '; , , _'om I -.-. ! _....__._~ , . . , .._......_ _.._m~.._.___._. , ' :- \\-S-~ ~~:~.~ q ~ (;2.) ~ .1./ ~ (Z.'1) -.3 , 900; //\/'W .. US€" SIB ')((., Y ~ 5* ;: \-o( '-iS~) =Y.S"'i I. _ $"90'4.. \N'i It = l1..~.. \ N '- ~ '2 S ( \ b '\"\2.-,\1. (lOOQ) := "3. (. \. ~ ~b ')(S'10'-l '\ Hi(€tZ ::' /. ~ (;/_~_-t) ;>" ./65(/IS) I ~ '7 IN ; L::::.~ ~L-S '7S~I.. ~ ~ 3.2../oV , L' . E3 -'- ..~ . 2-1../0 --.I , CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: DATE: BY: T"Z/ hi- SHEET: (0 of .:::r-9q S-8 /'->\. .... . , . ) CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT; SUITE 301 TACOMA. WA 9lI402 (206)383-2797 INCORPORATED 1969 o PROJECT: R~€~€.RTnI\J EC€.fl?- 'j11,^A'<. .7: /6,~( f};36:" .n...(/?O()"c'i. ./3.,.'.~.(;7~.~).,:m,.i..._..L.. -~......~,..'....~'~,',',~I ....i.'.-.l, ..,.... 'I, ", . ... - ,.Lj.-.-'-rE:J=EEFl ;P/'14,J( - q. "n". ~__.__. _,r___:...,' __. :.... : : , ; . ~ I ' . - '. ., ,.....,....,. .-ci"+-.~--,,-, ' '. i i ..,.+-.;1-'++-.1-..(.-: Er--.Ic..;.......1..J_u_... LSf.€9-;=_:...36 (Iz:. ).L ==L/.$...6j;Y~.1 i..J:....,..,, 2=7'.(ld.r) i ' , I I l L2. J V1"'4~ ~ 8~~ . _.1...__ '__. L!- ----.....r "'_0._./-- _.. ..<-- ".u1--"---'-~' ,,_.~ .U SIc... ? ~h !h.~ .;t · .5 : ~..2'Z'iJ_~}..".. A- ==BS':,.tv ~ .Y " 19/7 i,v,( ; 1J13.(Q._~.q:;~.(r3J !.. =.z~ '--)-/s(~sJ' 11'1 :) . .. .,. -- -:. ------ ----.---...--- I<./S-l Z- L= ql ~fVl4 ~: / t.-<=- .s~!{. AI3 :"-// 1f13-/3 L~ 1 } . Ie... tM4,( = 7 ('1/'14;< '" 7 i(, (7' ~) _ ,/:;.7 S rT- t. 'I S/(f'~; "IS", jr(12) __ 2 -'( (/./5') 1/ 0.,,--t 1/ t1Ulx. - .::>..:> 4~ !;Q-=: /- s-(3.s) =zS /N 2- . 1- /.r (.16 r) ) US[ s 1e)(1 ""') lHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 9SO SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO J!!(CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: .:::r-7y<:::;f1; DATE: t; /'117'/ 77/~ SHEET: 7 BY: of o PROJECT: I? /? .f />7[' /? rt;)A/ 8 ,6411-5 i . ...._.l..._. I kO::J/? /<-6 - IS: . L =:...j~ :'/JJ~J( ;. d k. f P?1 )(. ~.li I : I - -..... .......;. , k- ,I._ .,...._,~'^"...."h._:..,...~...._.;_. t-_'_""'N'.~..~__i._..w Y t' ( I~ I 'i) ~ J b i~.~F ~.-L- ; V 0..r.... "':, -:::. , '.. IL CQ: S : ' , U ~- ......... 'i. ,eC"\ "~.J ~== P L"> Lf8tr /? b-/ <f i,;;'ll ~4;l.:; Z 3 ~': ! __ _'_N;_ __'_'n. ....~cQ. ~d ~, . J t ~,(.~ 1.: . . ..,.. ,_.hLS::( "Z. ~,y1 'A.n~..~.~".-2~; ~~(/:. ~~Y':'li~~,,~1~ i iF/.S (~/,6s:J .... ....--:3/' ., " 0,;, . .~x... (7, _, _, _ .___ , ; ...~~=: .l'~O(7_33).::-~733 ,,~. '. . 4 - -, 16 2., I\./"?'. ._ ,:I:; '.110_71 .:;:. ; q/o~ 0 //6 * /2-) S ,,~e3 (I,e (6)(;1071). '!3o l,~: _ .__ ,..".._....... _.-, .._..;",._. __,_u._ . , , ,Srfq'~-'S2 0'2) := ." . .; __ -2~'-I f;.;s-) ~<l(." 5. (z::/) =- Q Ie -Fr '1 k V J'V'.qv>t ~ II ~ t/J{ '. J' ,~. '. '. -2-2 .3 A.J._........ "'~_.l. ~ -~- ..,~,... , . . . , illl (~ ; < L-s-f ;;-~)7'~ ~~ . /-/)'(/(5") ~ 4 ~ / 7 /~- _' _' '" . .. .5-1 ~ I- () (3 'JS) ~ 3'1SI,:! 3 ,4--.:: /00 /,"" 2- .L ~ Yt' 70 , :" --) :i. n €~ 1 . ;;.. i n 0.' (.:.~ I...in€-~ .3 I... :i n e i. I... i nf:'~ ::=.; Title : Scope : Number: Misc : Dsngr : 10....May GENERAL TIMBER BEAM ANALYSIS & DESIGN Pa~w 1 " '/::'.i - 3:1..::'; - 1. :::; ,..00 .... 165 .... 3H~'.i - 2E +OE. <~ .. ---------- DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1.15 N y/n Y y/n --------- END FIXITY CODE l==Pin/Pin, 3==Fix/Pin, CONDITIONS ----->> 2=Fix/Fix 4=Pin/Fix 1 < < ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER == -------- UNBRACED Lu : CENTER SPAN Lu : LEFT CANT. Lu : RIGHT CANT. LENGTHS ------- "'" 2. (,.,7 ft = 3H ft; -) ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, distances f6r left cantilever ......Uniform........ @ C(-:'nt€.~.(': D(~ad == Live - @ L(.?f'l~ C,:\nt: D0.'ad ::: Livc:? == @ F~i~lht; Cant: Dead ::: L..iv(;~ .... . . . . . . . . . . . . . . . .. . . . . . . . . . . .. Conc€~nt'I'a tE'~d ............................ ..tH.. ..tH?.. ..tt3.. ..tti+.. ..tt:::;.. ..ttC:;... ..tt7.. ..tt8.. 1 bs T'('a pe Z oi d a 1 180 pIf c! f! ~) pIf Dead @ Left = @ Right= Live @ Left == @ Right= ...X-Left == ...X-Right - pIf 620 77::; ft pIf 38 Dead - Live - Distance= f'l; ./ . . . . . . . . . . . . . . . . . . . . . . . . . .. ~~ p P Ii f?d l"Ioll)(;?nts ........................... ..ttL. ..tH~.. ..tt:'1.. ..tt.l+.. ..tt~:.i.. ..tt6.. ..tt7.. ..ttH.. Df?ad == i n....tt Liv€-~ == Distance= ft 1---------------------------- SUMMARY --------------------------~----I I U~:UI_lG: [".7~50" x :.H.~:jO" B€~c\m, B€~ndin~1 == 87.c~:X:, Sh€?"u" "'" 6f~.H-l:X: I I Ih?:\d 1'1 a x. I I Max.. M+ @ 21.0 ft = 201.16 ft-k Left Reaction= 7.35 16.53 k I I Max. M- @ 38.0 ft ::: -0.002 Rt Reaction= 11.27 25.37 I I Max @ Left = Center Defl. == -0.73 -1.64 in I I Max @ Right ::: -0.001 ....Distance = 19.46 19.46 ft I I Max. Allow Moment = 230.63 Left Detl. == I I Ih!~ht Df?fl.::: ""0.01 I I f b : ITI a x. ~) c '1'; u c'\ 1 == 2, 1 [., 3 P !:; i I I Fb: Allowable = 2,479 psi Ck = (3E/5Fb)^.5 = 22.21 I I fv: ITlc\x. Acb.lal = 11':1.:'1 psi Cs = (LeD/B^f~) ^.::; "": I 1--. . .."\. '1 '1 ... '." .. l.. 1 _ .. ,"\r''i ..., i........ / .. ":~ /,.., ^ 'I.... ,r"' C' /\ , ... Cl )\ . ~>IIt., ell - "'.. t.. I,~ I I, .L \".). ,.J.") ~, ;:) X X -- ;:) 1I P P .1 .1 e (, --.1 .1 .1 b..:l J. n n .:S I ~ Max. Shear @ Right - 25.365 k Area Supplied - 212.63 in^21 1----------------------------------------------------------------------1 Line 1 TitlE' : Line ") Sec) p(~ : I~. . '\, Line 3 NUOlb(~r: ) L.ine .t+ rlise Line 1:"- D!5-n!F' : 10....1'1..")' .J ---------------------.--------.----.--------------------------------------------- GENERAL TIMBER BEAM ANALYSIS & DESIGN Pa!~e 2 ----------.-----..------.---------.-----------------------------------.-----------.------------- ~----- REQUIRED Sxx & Ma x. C(.mt;e'l' rIC)Ol ....Sxx I:::eq'd rlax. Lf~ft rlOOl ....Sxx l:::eq'd Max. f~i~lhi~ rlOOl ....Sxx I:::eq'd Design Shea~ @ Left . . . . A'r e ~"I I::: e q , d Design Shear @ Right . . . . A'rE'C\ I::: (.? q , d Brg Req'd @ Left Brg Req'd @ Right Call1b(~'r (~ L(~ft @ C(,'nt€~'r @ Ih!~ h t ) / A'rea ------- -.. 201.2 ft--k ::: ':373.6 in^;3 ::: ft--k ::: in^3 ::: 0.0 ft-k - 0.0 in^3 ::: 16. ~) kips ::: B'7. 1 i n^r.~ - 25. .t. kips - 1:B. 7 in^2 ::: ~5. 53 in == 8.49 - --1.0';3 == -- ------- ALLOWABLE STRESSES ------ Fb Fv 2.4B 2.48 2. .ttB Cent.?'r S pan - L€~ft SllppC)Ort -- I:;:i ght SllppO"rt== ksi 0.19 0.19 ---------- QUERY VALUES --------- Left Center Right Dist. == ft Shear ::: l'1olllent:".:: D€~ f 1 - ...... Live Load Location @ LEFT CANT. ? @ CENTER SPAN ? @ FnmH CAtH. ? 7 . 3~) k ft--k in )'/n )'/n )'/n CHALKER PUTNAM COLLINS & SCOTT o MEMO ~CALCULATION o MEETING MINUTES JOB NO.: Cj'Cj 5""8 DATE: 5/1'1/ il rv /1- BY: SHEET: 'f3 of ,&) ;( ,.....,' ,~.. .",,:. o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 9&402 (206) 383-2797 INCORPORATED 1969 o PROJECT: ~tl fYJ€tf iD/-f' E..-CE 1'7- i , ___-i.________;_m ~ ! , ..... .. - .'--r' .~-_.~. , ... .... "." '-_.',-'--~'-' , ' , , I I I , i i I - : - "'-"--:' - ---.. 7-----, ! 1 ._..!.._~._~ A ~- It i . ..u. _ __; __.. '__'_;___'~ ."...~. _.n , ..1. _+__+. : Aoar. ~t4 1'1..5>..; ..... I :...1 :: '/8. . i + -- T"! -_...; -u-ioo-i..--r-----j - - _~.___._.J.. -- ..~._.._--._.~-.-~, .._..._~~..~._n_._ ~,~ .,--,,- 1. -- ".---u~_m._t--! l' ! j ... ..-!~-.-.~..-~.CH~ )~~i{.B,~.~~};;.-i i ... '-f i _.1 i i...____.... , ...m..; 'ii~~~ "~~'i;r .. -...,; ...) .-:. ~. :' IjMA........ ;::.' 5 3260 ~!:Q,= I-I S{Z..Cf} 'tI'1. ( (VI. V\.~K. :::: 3~ I~~~ ~. j - ;/ ~r /^-/ 5 :z ~ 28. e i< .,.4,e ~c( '" /-s-{z 8-e-).~. 2.2-8 . .. , /,/ s-. (/65")'__ () .5 t.. 6~/yx ,36' . 1-' .. . ......,. ... . S :: Is-f..r..f,. 92..~ elL? /-""] 4- ==3/.)' //\.1 2- I ::q 39.0? <:). ,,,...I;~ . 6/:>+/....,:, j-7bIAJ,. "1/ 'I C- ~ . . vt'-f , , l/~ y~ on: -'2":~- I ~.. .. [,._" 34 ~ ; '3 I '(~ .. '., ;.: l(..r- ~ l S'" Yl-e \~~A . .... .: ..'i...., ""t I . j. ,. ....6 .' q /f~-17 I L -:;CZ~ 77?/B:::t.;o/ j 1/5 t-- /. 3~' 'f tJ /"1 IZ.~ Z- , , ,... ''1 , ,jpt-L-=1-2S: G= 3/~ 'I ~ ~ \CJ ( e) - J:;' ,..-s- ~) 4- ,,"& l4't( L 1S~ ,~ '.\," \ ,Li n(~ 1. Line ;? L i nf.~ 3 Lint? <. LinE~ ~j Title : Scope : Number: Misc Dsngr : 10-Flay GENERAL TIMBER BEAM ANALYSIS & DESIGN Pa~If.~ 1 "L 75 -- 33 -- 1. 1::- . ,J -..00 = 1 E..:5 = ~~B~j = 2E+0(~, <~ ---------- DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1.15 N y/n Y y/n --------- END FIXITY CODE 1=Pin/Pin, 3=Fix/Pin, CONDITIONS -----)) 2=Fix/Fix 4=Pin/Fix 1 << ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER ::: 23 ft -------- UNBRACED Lu : CENTER SPAN Lu : LEFT CANT. Lu : RIGHT CANT. LENGTHS ..-----.----.- ::: 2.f:,7 ft ::: r~ ~":J ------------------------------ APPLIED LOADS --------------------------- ........ Use ,-, distances for left cantilever ......Uniform........ @ CentE~'r: Dl-?ad .- L i vc:.> - @ L(-?f-l; C<.":l.nt: Df.~ad :::: Liv(-? .... @ fb ~lh'l; Cant: Dead :::: L:iv(~~ :::: . . . . . . . . . . . . . . . . . . . . . . . . . . .. Con c e 1'1 t: -j' a t (~d ............................ ..t*1.. ..tH~.. ..tt:3.. ..H<... ..n:5.. ..U6.. .."7.. ..HB.. Trapezoidal E.40 pI f plf Dead @ Left :::: @ Right::: Live @ Left = @ Right= ...X-Left ::: ...X-Right - plf 6.1.0 3360 ft plf 3B Dead - Live ::: Distance= Ibs ft . . . . . . . . . . . . . . . . . . . . . . . . . .. fC) I' 1'.1. i (.? d 1'1 (J m (.? n t: s .......................... ..Hl.. ..Hc!.. ..H3.. ..U.l... ..U~:;.. ..Hf,.. ..U"7.. ..UB.. D(.?:\d ::: i n-tt L. i v (,.> ::: Distance= ft 1---------------------------- SUMMARY -------------------------------1 IUS I N G : (:.. "7~) 0 1I X 3:3. 00 1I B f.'~ am, B f.-~ n d :i. n ~I :::: ~:.i ~.i. ~:.i", ~~ h e c\ '(':: f:A. 6';;)" I I D (.? .:\ d 11 i.-\ x . 1 I ITI ci x . rl'" [I 1 c.!. 2 f t ::: 1. 3'::1. 6:'5 f t --k I... f.~ f t; F~ (.~ .\ C t. i () )v: "7 . ~~ f,~l..-Q_~-J.~. I ). I 1'1<."'1 x . l'l....@i.:?3. 0 ft ": ....0.00:1. I:::t l:::t?action::: ].3(; .:/ ;.~}. 3........'// I '- ..- / I 1"1 .:\ x €:! L f.-~ f t:::: C €~ n t: (~ r D f.~ f ].. :: nn O. :I.:J. '--=(T;-;3 {. i n I I l'lax @ Right :::: -1E-15 ....Distance::: 11.50 11.6B ft I I 1'1 a x. A 11 () w I'j () ow n t: == c! ~'jl . Ek? L €~ f t: Ih~ fl. =:: I I 1:::1 !l h t: Dt? f 1. :"" ....0. 00 I I fb: M.:\x. f~ct:ucil ::: 1,368 psi I 1 Fb: Allowable :::: 2,46] psi Ck ::: (3E/5Fb)^.5 = 22.21 J I f v : rl c\ x. f~ c t; 1I a 1 :::: H! E?"7 P 5 i C s; =: ( L. p D / It ^ (2) ^ .~:; == I .C", . . l\ 1 1 ...... t.' ... I.... 1 ,.... 1 i1....) """) (.... .+: (1-:':>/,-1\.4\ 111 (\ 0'.'1 .1 1'1 a x . ::Hl E? ,,\ r (~ L f.~ T -\7- ;; c:.1. V ~') V ~!. ::) x x .. ::) u p p J, ). f.~ CJ -,. 1 c: c: ';). J. J, n n ~') I I Max. Shear @ Right ~ 27.341 k Area Supplied - 222.75 in^21 l f----------------------------------------------------------------------1 '\~(: LirH? 1 Title : L i nf.-.' r) SCOpf.~ . c. . " ') Line 3 N Ulll b ~? '(' : ;- Line .(i rli,s.c Line .:.- D !:;. n g '(' : 10-IYlay .J GENERAL TIMBER BEAM ANALYSIS & DESIGN ------ REQUIRED Sxx & ria x. Cente'(' rlom . . . . Sx x I~eq' d Max. Left Mom ....Sxx I~eq'd !"Iax. Ri~lht rlom ....Sxx I~eq'd Design Shea~ ~ Left . . . . A'('ea I~eq' d Design Shear ~ Right . . . . A'('(:?~"I I~eq' d B'('g R(:?q' d @ Left Brg Req'd @ Right C~"Illlb(:?'(' ~ L~? ft (~ Cf.~nte'(' @ IU !~ht ) ,. ) j Ii A'/'ea ----,-". - 1 ~i9. 7 ft-k = 67'3.4 in^3 ~ ft--k - in^3 -- 0.0 ft-k = 0.0 in^3 - 21.0 k i pf. ~ 110.8 in^2 -- 27.3 kips .- 14.(i.l in^2 = 7.04 in - 9. 1 ~'j = -0.17 ~ ~ P~"I!~e (~ ------- ALLOWABLE STRESSES ------ FhFv 2.47 Cent~?'(' S p<."In - Lf.~ft SlIPPO'('t -- Ih ght S\.I ppo'('t~ ksi 2. .(i7 ,~. 47 0.19 0.19 ---------- QUERY VALUES --------- Left Center Right ft k ft...k Dist. := Shea'l' = IYJoment~ De f 1 -- 7 . ~if, in ...... Live Load Location @ LEFT CANT. ? @ CENTER SPAN ? . ~ RIGHT CANT. ? y/n y/n y/n CHALKER PUTNAM COLLINS & SCOTT o MEMO ..a'CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: .::r-=- 9'$/ ~--e DATE: 7'/:;/'7/ BY: 77/// SHEET: cr m :) ". .J CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCElT, SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 o PROJECT: A/f' -7 /'11: ~ rO'Y' .E:-Lr /'7. j/?oo~ .8E;~r1.s f--- -."'.....:..__..... ...."~.h."'_.. , \ .. -_. _.~_.._---~) .-.----~- r'....-~--T.~-'--~.:-'- ~....: , ,- ____L._I. ---l__._J.! .--+.---i...--j---+--.~ . , < ; I : I : I ! I '" ,~.- -.,._.~,,_.. ..~_ ~---_J____~l_ ' , I ' , Ju[ -I uL-!u~~tj=Lt=~ .. .. ~~Q~;:ZjQ 1i;0i"f'o:pDul/4r I<.l3-I8 , , .. _'._",.-.,--,--".._~_...,.~ ! ' 'C'" " "/ L~~ 23, -....... '---.-~'--'-:'---'" . , . . ~ "._--.. ._..~,,- ~ ! ~ : 1 ! . ._..~--_.(._.~-_.j.. --"'j . - i . ~_T_" ..;~...---..-i.",,----J._........ ~."_..__! i , -r.- Z .3...'1'''''''_'.' ...! ..., ......~L~? ..i2.. 6 ~o .1:.l:;:( Z:4 L l' -..-- .-' . -- "-~" -1"'~-""1 -.... '" :.----..--~. -.-.-.,.--. -......, ".".-.- ~., .-.. -~ 1 - ." ,....1..._+..._,..)._1 (Yl (Yl~~ -::. 2-o~O.1 tv - K ; : :rv J i - . 7 '-ls Ln _M'. > I!: '. .! '_______". ~_ ____I ; . V (Y\A- x... '::" , -"'1n... 11 rUi Q = If; ( 3 ~.5)F3~i!=~L~] 1-/ S- ( * / 6 S ), _'H, .".L._.. .~___j , '?A~ < ; ..,. . & ~';~;;'T"----'."'; $* ~,? 8:(?b'7~J~~/~3$ .~.L-~l=~I~.~J A = 3 J.~ /N"V. .. "'-f"--')--" ]:: . 3I..(O~g!_N 'f.r--_.rd, ) US€.., )(. '3 b, /. L1c+ l- "".-2 6, -.1-.-...- I ~6-n L= 5" I<. ~ Ie.. 1 ' t/"4^ -= zg-fj 1- 27-S' - S:-1.3 e 2., . i..~. , _-.. J ..__ ___._i_.,.___l ! ; ! ." -____1.. _<<_.J___,.,_.i 1 . ! .._.~_.L .'.__ 1._...__._.1 . ! i VM4~. ~ -::0 5r~ *, 3./ . ~ I~ .' 3/ $ l-jltA ,Re. '?1\J'rR.ul.- S. (}.:..f e~i )(.,16 AR.~Q =. l~~{~ I.~)'_ _/-/ s- (.16 s-) "'l-. 2 e3 z.. / "-< __, -.j /1;: 3/~ .1M y", ,'~ #:~f1Sf;1~'.1~~,tf';,~kf~{Ll:~' ,.ii~'~~< '11"\;;11,,,,,", '~~''''';'i .. ~)tj.$ t ~j ::~~~~ :'*,,( ~'illi i~,..",>",~~r1',) . '''~'!t~t..'i ~'{.<a"r~'1 (J~"~,~,.~l~~ ~..,,~~ ;l;'''i ""'"~'""li'<" " , /;.'4,~,..i:1 l:^'~~i~J"!% /<:1;~JI!.~\f: '..,' > ~':ll.~~'t"'5',,'i' f.~\, CHALKER o MEMO JOB NO.: 7VS8 PUTNAM JK( CALCULATION DATE: 9'/5/'7/ COLLINS o MEETING MINUTES BY: :71//1 & SCOTT o TELEPHONE RECORD SHEET: /0 of ,~.: '. .) CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (2()6) 383-2797 INCORPORATED 1969 o PROJECT: .e/f' I' /"7, /( TO?J ~ L.(' /'7 . -.--. " --,-_."..+.. , . .. .."., . --.., '1 _.n . '~'-'-f ~_u.i-'-'+-'-1 ; . : i i i . "'-"-'~-'-r --'.----~.._.-...,. .~.~---.-.~----r---l ,. ";""'+'--+--+-1 i : /? Oaf? 131l4ry.s l 1 .'-'--'"'' i----'^".--~..-,,---,..!-- i . j.u____ ~_ At5 -20 , . / (/? ~.,--.~c(~t'q~ r - ~--- r.-" . j ,. L ~ r I i , ' i , > , , , .'.. -~_." ---~.-; -- - ....;.-.-..-.._; .._._....__~. d_'_' :__ . . j) _~k ~ / /""4 K...:: 2 2 .. +, ~- 2, .r: . itl/~.7 e3 (lJ /'14"<.. - .1._ ~_. __d....___..-:_..__ ~._'4_.. ..~r<. ~t:L:==:J I Z- (E33.~ '> .Hd; __ I.. 1,"( rz.-'1 ) "'J:!!' , B s~<-f ~T -I<:... :VrYJA><- ~ (611<)( '-I1'7~): 2 7~$~, . <.~,.. _ ._._.~..~._n "~_,~ .'1-:5: ("2.7- <3 ') _ 2--.cOd--.J'~.i '. .I-ls-(. /65) <) l( L ~ '!?-- g~1t A :2't <1 "l.- , ~... O...)f.- .Ll :"..O~.' I .v. p./(.... , 1S6-2./ I L:::: 70 , . , .... .- r-'''-'---~,-~--._n-1'' ----- ..: f; ; i : .- 'r"T---r-'l . -.....~---..'.-l-! .. ,,-- _.i-".---....-_..~..m..:_.,,----.i ,--. ---i'--'-~'--i'-'- 3,'3! i 3b .J tv.,.-.:. n__' __....___ ___: ". . . -tf ' . . I ') . / ~. .,Cf (~S. =. 6S~ ~-r ., . . d . . :.. i ':' .~.......'. ...... ':"d d'._ 7H~~ /.(.. t t I z... 0 . fYl f"" A.. I( ::- ) 'J \/ fY\!\\(. ~ B S~ (2?J_=- 2- ( ;- 6 ) ~ 22...0 '-DO F"i-U!,. . Sf'< t Q =-c 220 ao (1'2.) . I ./ ~. (2 ,,~) .. 5Rgcz -: '17 IN.s .: /It'( ~c2 ~ -1. S- ( r;-7 O-::)~ _~;/n) 4.- L/zlfV <: / /1 1-/ s- (i 6;) . ~s (Zo)(%) ~ S- k x /3 ;{ . c.:::- 5/6 /. ~7oo LI1 . ~{),I t.- -=.8 II rJ U'3:.E-- CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: 97'S-a DATE: 9'/s-n/ BY: 7P,,{/ SHEET: /1 m ....'......"'\.... . ":-";} ~ CALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT; SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 o PROJECT: /,~tJf!"ftJ,/? ,0 "-.1 ; /7 ' : /) OOE 20'-/" . j . j -" ;.....'-.-ru..--.-r.u_.- ; 8.VIPl~ ,...q..,...... ',' .-/--.. .j..-J..._+-_.~ , . , i :--"-'~"'-r';, :...:......:----+....i-.; :~:._~ ...":'," . .... '.--...~'~-""---~--";' ~ r: ~/(Z;~~~:;.~q;,;)~..i~~/~( -,,: ' , .. ,:.-- ~.--~.... .:.' . _.;. '---' ;. .~._.....I.\:t~/l~ ' , j'! " , , , , (ZoO') (LO{>'o/..ZS~).~ gOq~ J~T \ 7 I ... , .:,.. ":.:"--.__: .. .-, 7~~"^"'H~,:,,,,'...i._ j !/S8 -2..2- .. , I :.L=l7' ! (Y\~" -=- .. S'(:::c) IN-~ ;. -- .' ~~Q. - ~~C) ~.~ · If/l(l/~ !:/S-(2-tt) . '. IlR fa.== /~(i;.~) ~.'3.3__.( /-/r(-/6~) __ , V~-<- -=- \C"- 10-S "'J ~ :. .' U2>L' s ~ k I ,,'iz <Ie- : 5 ==: 2-'2.. '-l .\ oN") A-:=.B S IN"2- .I::: \ <:\ \6 .\ t-J~ .6 ': .63 I:l~ L/Zl{O'~ ~6~ C==. ~ 2..6./( .. l"=" /2/ ~/8 -= I?-- . I . ... . . . On n _'__.." .__.___ ~_. . ., W:: (60.f-.Z-O)(I"L'J~ q Go./'!/r7 _._J i !?t3-2-3 jJJ~~ :: 9bO(/Z) ~ :::z;.. /72f2CJ Er-0 f$ /in4)~ 960(/~) ~7Go . :Ii-: -' 2-- 1ic /.. - s-4- /~. 0.). ~ If ~/,v.:. . ~ . 'fez. Q -- _ )-/S-- (/6S) y . ..../7. Z. Sa (IZ). .;:;::n~e: _ ... /:I~ (24-9.6) J USE.- S4x/]k . '-)r 5. ; /5-3 /J;6~ r:; ~,:';'. CHALKER PUTNAM COLLINS & SCOTT o MEMO ~LCULATION o MEETING MINUTES t:~ \" :: ~',jJ o TELEPHONE RECORD JOB NO.: '17'S-8 DATE: 7:/)'/<:;/ BY: IY/I SHEET: J & of - _'_A.._ ~8-2'1 o PROJECT: B~ V'7€., f<. -r l'? W CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCElT. SU ITE 301 TACOMA, WA 96402 (2()6) 383-2797 INCORPORATED 1969 -f:-UftJ . . ." .. . , '. ..... -- , /f06~,13U'~~,_!_ -. .. ~,.. L:;ISI {IBo'o} '(~'X707)(~S fXJ~) ';::" ',2~#--l<'\ 2..-1.(SF!\oJ . --Fi --ii . IS . y..........-r. --;'" . :~w!. !!I~rt~t=j : tf5; ( 'O?,()_?:\(~:.!i~ 12~S')~6QZjd__i ! . ._ "L _ _L. i . ._,~~L{>_~i/~~J.__,j l ... , , ' , : I ."-,-....._-~- ..,-~,-_.._., : .. S;~EQ':z-, iSO' :, ~;S-~/~ . ----; , JIS(Z''1). VC"\~D<... -::. '. fi A. ~,'..CJ....,.'-. '-.' '~.'.'.--. '.3..r;~~"s. ') _. ' ~ HOc.- {I _ 2Cf,zrL~ . /-/J(-/6n t/c5>t:- ~~ ~ / Ok ~D-t't--: "":J 1""" ,..;;".-.-, -e.....):,- ~s-s : / . ,~ ' - ".7S~ .~_.~~.. ~ . 'Zvo C';-I;:"- .' .,.. "1 '//. ~15-Z.S- ( a\-~(-7iJ])17sP->v) Z- -d ' ~. '-{ so t~t" - l37.S .JJ/,r.,J) ._ d_'. <-.~___~ fl~ qy 707)(L/S)~~2~_'Ff (- Cf:, .~"1t A) I f 3' ~ .3 . . II! / ~M3') t~ 5'~ b fYI/""A-K..:: / 5'0 / tv - k- (j I""A;I)<-:=: -::3 _ .5- k... : ') ".,J (/5{ s j'( 10 Ie. No c-.f,n.&~/Z "'",,~~"'.J.lS; ",'~'{ U 'ii' ""~1jf.'""oli,,,,,,*,~'~~4, " ':"~;:[~fij~~'-'~' <' :; '"!~ll~l . ~A~~~I.'rI!~ ~~J~1&t~'~ Cl'''''~'.' ~~" ''Il p, I' * IjJ~' ff !~~ /Y3i';i; ~' ~"I';""~li1!,,'\' . \... ~ '~\~}'f ,o,,~,;\.. \\~. V;;'i', ,~ " ;'~ tflif,t3:r.~ ti<&~( tt~~~~~,,~ ~ ... "r ,f' ....:."'7TIt,.~~ ;\' ~'.l" "" '" ,j, <"J . . CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: qrs:B DATE: 7'/7'/ '7/ BY: 7V /I . SHEET: /3 of Jil.. CALCULATION o MEETING MINUTES (~) '. '" o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: /5/fE/7t/? flx/ G'U~- A t3 - 26 L -: lfq I .. Il-' (75' ~)~q~-JJ/r.r.,.: . t-UiH <c f \ 10' -) 3'3 I C U':;:,f[... II ?S. #jr, W\1~t:. l ct-N(;- It! ) USE 'Q3/lf ~ 3<1 4-CH.... =- 2.0 ~ I tV c- :: 7/g // ) /?8-Z7 / L=zO U$tZ.- (J 11 (/ tr" ~ 70/ (75'):; I~oo Ii / t::,- ==;? S-%x Z/ r;.C c:= ,/"-( 1/ I{Q UI t/ TR/tS ~ ~y I use: k- (( = /5-3 AB -2 f3 / L~2.8 tv:: /3 1(7,5 ;'7s,.)~ ~7,$' 'frr ~ QUI t/ T /? IS;. ~- '" 2 z. / 4-')' . ,.,) "~\:.J ().5f:.. s:/exz't ;>) II U- 5(8 ..,'\ ,,"..) CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SU ITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o PROJECT: JOBNO.:--.J - q~~ DATE: "!) (ZCj / "t( f -2lz-- BY: SHEE~ ( ~ lZ~Vl~O -1Z'iS -z,-, L i-- '2--4- I . w z. ?,cP \..h..e.. frt.qC'tN~ l.-~ - ""2..- t1 1 P 1'- 'Z4-' '."~ '~.';1 tf;;> . 1'r.. t. 3~) >'"Z. -+ l ( 'd .6 L ~f\ 7. tf> ~ V'\.1 z-'3 t> 0 (:1..')(. U') L + B 5' (. 8 4- t.-+r- Sz- Sf,~~ (("2..') - 24-(( t~) Ir-:. JlP.'lt/OS) I be;- C I ( )) (. 1'(::, 'i 50 ("4:') ~ '-j ~ 'Z. ~ {; 3 :t . . I e, /Yl./~. ~S" 'P~z. (,..~ ~ I ~ 'U>> PSJZ- 1..1.- \(. , J 7D 't- Ie, P (.. "So 160 ~~ t l1... 5 ~ ( q s-o jCl.<t...) ~ 2+ Z- Sle, ~.~... t.1- \b.'Z4-t --- " ,"2-.4- . -- ~c.( "-I4 r 3 IVI G II 6 y. "Z.:z.Y 1. 5 t '''3 y: "Z.f': -" 'l2-~ 1./ '" ~ .}Ie.!-- ~ ('5 IV ~ Btt4 :,.) \10. 'L- )C~ B.7') & "0(...( ('5) 3.~ ( 3) S fvy7 s. -- ('Z) S~ l~ c::.~' 86,'1 l:~ ~.!1. "" 1'....1 ~ \ '" ^' ;z~ ''''1/. . .'>t'<";(i:'f:T~~il~''iI;'''~''J:\,'tf1 .~.~i~ 11t'~!jf{~~~ $~f :n;l: '~;"'"?}fjA\&)~!f<''' , :/i/'f",i." ~;f~~~ ""'i> ~A., (J(~~~~\~~/ty.~~~~ I' "",!l'i'i~" '1~"~Jt",,~J~.;\{; OJ; '':l''i!"Fi''',r ~)."#<,1M"' l"l(:f l"'i ' CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD JOB NO.: DATE: BY: SHEET: ~) of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383.2797 INCORPORATED 1969 o PROJECT: (2.6 -z.. 1 A rz t /r;,3'"' 4 '1'<#<", ~ "7-<1(,) oA.J~ \ -----:---'._-'--- IS.~. t. '. ' t ..,.,. yv-, 'Z. ' -,-.. 15"'''~(lO) (5) 5" I f:--L 1 t-7 b.z,l<.. + '2-'i~ {~ -t "3 ~ 0 (. lS-")<- Lo., 'D bf.<-' ("3. I lL. S -z. (., c. b ((L') I.l~( 7..4-) Z- '2..10 e~~\5 ~ 34-,-::1 lcJ' ~ ~-) /OJ' , 15, ~ (/ ')) ") (/77::>\ 6 ro"../ 1'5 LI'-l 4-::> (l. ~'?'ID . 't. %c:> A r /3.1 (,/..:;\ I~S-( U)) 4V" -, \.. ' J r -l- "2..0 r..";- J /1"1,..,) . ""2 '" Co ),S \ f$ P--c.... ~ \ ~/\~ - 4 '1 ~ . 3 .r...7~ ;.1~ - t"<s'D ((I s) g. is- '2,5 c;, L)U., 5 =-/4- ~ 1c.d'2.. C'Z..) '? TV'o S Cleru..... ".,), '". ,~~ \! .~,"'t~'\~14&'f:J~,';:~~,Ji~~(JM ~':, Ij;'t):,)}\j \",~~'.l~~;.".<t-k:rn$i ',,::(!!..t., .' J'-;,"~'\'~'I',,,;gi''''j' ,,~~., . " ~~ ~ ~ '.t\ !t~~~t ~J ...'ifii.' 1/ ~J .f11'(";~lt~\ , ,,.. X. ,;f' ~". ,.,,;;'.;,,: '; . iJYi ~"}.' 'lj ~l:l. ~(it~ n~if!ti~"$'fii~'lif,~~lil'i:l : ~;~~~,~tt~1~~~nWr~~\:}~~ CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: 9]'5"8 DATE: 7' / ~ 1'1/ BY: 11/1/ SHEET: / 'I of " . "". ' , "J ~ CALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: ~~ 1i'.~1E~/()A/ . ~B-~ 50 , . ___ ~._ __.n.', .H" I , . < ~ 1 1 L- ::: 34 JQ ( 'is-) .-. 2. (IS\.l?J,Nll' ' . ~...' - . ~ _. " hK 34/_._. . ...... . '. 17-<1 ,( 40(;") "1 . _.J jYJJ"?4.<. -; \ I..\. 50 \ 110 - ~ . ~ V ~~__ ~ 17-'1 :s~ '$ Q.=. ('-t Sa ~ ~2.~1 N.:1.:.. ?..Lf(,.(s) 4R~ Q~ f ~ S-07-i)' ,; l<.f Z,(N ~ I ~ I s(-/(, sj ,- ) \J 'S €- 6" A >( 'G~ /2-; s*:- 6S-fS(9)') ;62~/"-J3 A:: /72/NZ- :z == 93 ?7j"V Y /1 L1.=- /- ~ 1/ /1 c::: (z L/zvo -;:: 'j. 7 1/ ') "-/ "g '.....-;, '''If ',~~"'ltl'ii. ~~~..tldM";:~ I T' '?, \~:~.l~:~:i;{ f;~~~~,~~\~:i~:'~, "~''''~''Ji'''Jifl'''i'j:Y~~,;~ , v~ .'<;,1. f~l,..f,'0f,lr.:;.~ 'a'J;:\~;~ ~~"" 'l";,~;' '. ~;. . . .... tj;1It., ~ :--'1 /~i~>t,jr~l'~"i'l';.~~ ~ ~)~f:"J~}}'~~~~~{r.t~~~ ~,l' CHALKER PUTNAM COLLINS & SCOTT o MEMO Ii( CALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o JOB NO.: 9C/s:e DATE: if /0/" / BY: j!/ II SHEET: /. .; of 0-22. 7 (ii' ):: z., EQUfV .TIf/13 =p . .:..{{JUtr.);. ,_ ",' {)5l- 'f% x..',Z' ,c!.. ~ Ij<f /1 ,8/{ F /"1~ /( 11:7-../ €l,~ r'?- us€.- S leA (0 'Ie r , ,G, : 1/<-/ PROJECT: i p.e -.3 II "'1' ,--.pi? /b A 6-32- , I L~/b ' or) 1<8-33 L-:::/b ,,' ) '. ...c/ ,-E. cevl c/ . m /tS:;: .,707(/2/) :: L., rplB, t/.5f- 'S/e " '. I b to Iz.. #0 c.("'~l~ ~ e,s '/ CHALKER PUTNAM COLLINS & SCOTT o MEMO .lK,.CALCULATION o MEETING MINUTES '''''J ,', :,','- "::,',,- : o TELEPHONE RECORD JOB NO.: _T=- lYSE DATE: -Y/IO/<?/ BY: 77/ /I SHEET: / b of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: (2,/5 E /'1, E?E/") - ; A13 - 3L/ , , b S-{3 0')(707) -= /~r,?-IIlr( . ' , , -ll' : -:=- \':>"':;, /,<v , , , ., " , .': ,.' ,,-;,-_+.._l~_j 'Lf~6 ')(70 7} ~Jj'l,j;_j~,- , iq _:-I!JI : ., ,,-;,..-- "i'~-+11."^;J . ._-.-. ""i. _,.. ._._.~.,_,___..._ ___ __.~ ' , ; , ( ,'1' . - -!. ~.- '.- ~..: "'._,..__. t-..- t If 'ZLe .~ il 108 .. ;___H'_"_' , S~ '(...~ ,-:=. l600 ~,c, S2 (,.....,,~ I-I S--(7-'-{ \ v~~ h z,'L '.", :"\ .:9 A-R LQ. =: \- S- (Ll) 1- \. ~(.16S-) ':- f 7 S- I AJ"-:. ", (j~~ G3/Lf ~ 27 ~-::: 1.03 , ~ "S =: A, -:; To;: L - 753 (f6)'=- JOY 0lf113 / e L/ ',v 2- !tu7J 1/ Y 'I r 73..,j /I,v .---~ -., .q; I<. (3 - 3S I '; " { A::-"2~ {2 )(I 7) ( 70 ) ~j)~J;;;:I" I , HI ,"":'70 /1"/ Llo I '(80 'I II " , ) ..;J fY};Y4A ~ /330 //\/- t V;Yl41- -= /Lf-L.{ Ie. USii b 1"0/ x: 30 ~ 'let::: /330 -;::: t1&Z 1..,)3 715:(2-4) " b -= 1-' Ill'? Ii Q ~ _I S (/f/..q Y "" / / r I rJ 2 /./r(/~s) .....-) CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 3m TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO ~LCULATION o MEETING MINUTES o TELEPHONE RECORD o JOB NO.: .::;:- 9 YS-yg DATE: '/ / /c:J/ 'i / BY: 7P' 8" SHEET: / 7 of #L 1" fr/- :/f6-3b L:: 20/ . ~ !:,- ;3 "7 L- ;0 / ") /8-36 L-:.71 PROJECT: L5/? ~ //l ., /f ooF. . L5€-~PI..5 · .. , . . '1. .,--. .. ......... ..:....., '.. ...... .. 59(. · .'it {}.J-;,.. z-.. .115". I"V)::::.. 11.2 5.'j; fl . ;--~ . ~- - ". --. . USl. ....~.:kx: C'4 /~ c.:=~ ~~. 11'1/. uJ~. 3 o~ (Y<;'P5/');:. i3.5-0 ~/;1' S~~/u!~ {Js~ e:= ~ / T(2.,/6 =- 35 (/ s& 's Ie /( l,::)/Z-- , ~ ~;... /1 .. . ~~ _ . 1.. , - .... ~ - ~:~' SIMPLY SUPPORTED AND UNIFORMLY LOADED GLU-LAM BEAMS '~1 JOB: BREMERTON ELEM. JOB # 9458 BY 1VH DATE 413191 SHEET 1 LOAD (PSF) (PSI) LOAD TYPE LAP Mrnax= WL ^ 218 LL= 25 Fb= 2400 UNIFORM 1 Vrnax=W(Lf2-D) DL= 20 Fv= 165 CONC. @ MIDSPAN 1.13 E= 1.80E+06 CONC. @ 3RD POINTS 0.96 LDF= 1.15 . LAP = 1 ROOF BEAMS IN-K IN^3 KIPS IN^2 IN IN IN IN IN KIPS RB-~ 6 22 53 22 25 20 5.125 6 0.17 0.3 0.08 3.0 RB-: 36 14 1225 493 10.2 81 6.75 255 1.42 1.8 0.63 113 RB-l 18 9 197 79 33 26 5.125 12 0.72 0.9 032 3.6 RB-~ 16 9 156 63 2.9 23 5.125 10.5 0.67 0.8 0.30 3.2 RB-~ 22 40 1307 526 16.4 130 6.75 24 0.68 1.1 030 19.8 , .:...~ RB-17 25 40 1688 679 18.7 148 6.75 25.5 0.94 1.25 0.42 22.5 J RB-2f 50 25 4219 1698 24.9 197 8.75 39 2.03 25 0.90 28.1 RB - 2~ 20 34 918 370 12.6 100 5.125 21 0.77 1 0.34 15.3 RB-2~ 28 22 1164 469 11.9 94 5.125 24 1.29 1.4 0.57 13.9 RB-2< 12 8 78 31 1.9 15 5.125 6 1.01 0.6 0.45 2.2 RB- 3( 16 12 207 83 3.8 30 5.125 12 0.60 0.8 0.27 4.3 RB-3 16 8.5 147 59 2.8 22 5.125 10.5 0.63 0.8 0.28 3.1 RB-3~ 16 6 104 42 2.0 16 5.125 10.5 0.45 0.8 0.20 2.2 RB-3t 20 25 675 272 9.6 76 5.125 19.5 0.71 1 0.32 11.3 RB-3 10 30 203 4 6.4 51 5.125 10.5 0.34 05 0.15 6.8 RB-3~ 7 35 116 47 4.5 36 5.125 10.5 0.10 0.35 0.04 55 RB-39 15 14 213 86 4.2 33 5.125 13.5 0.38 0.75 0.17 4.7 /8 >~ CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA, WA 96402 (206)383-2797 INCORPORATED 1969 o MEMO ~CALCULATION o MEETING MINUTES o TELEPHONE RECORD o JOB NO.: DATE: 7I.~ 0/ c; / BY: TJ//I SHEET: I -r of PROJECT: tV:? f" /"1 r~ rO,,! L./Jj"7 . .0~ 6 30 'fr:;:t.b~~) C~-'- F'~'I' .... . USt[ ._;--,-'8?< ,3/2-- I~J!.:>: - 3 9 /. L:= /.:;- I<. & - f..J 0 L:::.2o , :) _J .+ .- . - .-'-..--..".... ~,_. ~ ; \ '; . . ., . j' . .: -," - - - . '-' ., . .".:...... ,.., -"-. ~ ~",- . - ,- ,,_. -'. -. --. . . . '. . , . . . , ' . . ... - - .. -., .. ,n . . _ . _ _... _~_. . ._ . T- CHALKER o MEMO JOB NO.: "'~ o cj s~ PUTNAM o CALCULATION DATE: ~ / o/q/ COLLINS I o MEETING MINUTES BY: --J'L- & SCOTT o TELEPHONE RECORD SHEET: of -j .. / CONSULTING STRUCTURAL ENGINEERS 0 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 PROJECT: (206) 38~2797 INCORPORATED 1969 -..."....._-_.~.~-.,....--<~_...,. :-~-~~- -- N__ ....--~1 ----~~_._.~ -. - - "'T"""""--:"-'" ',. ';'-'._'--;--'-"'-:"'--~'-l f !! ! I ~ ! i Ii: 1 ! ! "._._______~__._ _. _.__._L...._----+.~.._j_._____~.-: . t .i. 1 . ! t -+- i i- +_1 ...i. ...f>g . Q .;~~"~~j=:~ ~~ti -f ..,-..~..=:.~IT.EtJl~.EFFt=j ; , ; ; ;! I t 1/05 I! I :.-! ! f j ! l - ....-"..-...--.---. _0_.' i~-H...'~--..U-~.t"- ,". "i --------J ....... .~' ~ ~.-...._. . -;;::.r----:'- -.---.--~..- n____-t..-.- ..!--~-~----_.---!-._.-l-- b-l'-~'-"-T-----t---I ' " ,",j I~ >----,,:, ',~ I . i, I,. !, :. ! , "j__(~;s:::_"_ ,,::l - , ..u. ....~ . ..j.. '--"l'--"'--'-r'~-' . r"- '_0.__h_.'';'_''~__'''~ .~~- ...-_..._.._-~- . u--.f----. ..--..~.-.- --._~- ~ .- (~:;--~- -.~\Zt:~;}.~~-.i+,~, L~~J~, ..-z., ,r . ._._ "',i,'''___'' i.' -'-0 P ",.' ; , '-"l"-N'''-~-:' · (J ft1..r-r._ .~ , !-----, L_ ---~ ---_c--- ~---l jt~:__:I+1 , '-T yV\ , -1----+-----..-N-.;---~-.-...-+--.-. -, . . ! _.._.!..~-. -h-l' "'--"f"-'.-"-i , c.. __._.___,___ -I. :tv .-.-..------..........--. j ~ ; .>_.~._~u___"'..-_. : "H --7- _L__..~~.1. "n"mj._.~.-J t ' ~ {-fC {(71 J: I i ....~. ~Cf< ~)TI~t~ '1 (B_1.2_ .~. Z 05"" UO){ C. ') _:+- . l~ULJL?(:;0 : ; i ---;---- -~--'! ".<C,\ ;: jI , . . '., ~...~."J.__.._--:.._.__.~ ~~ If.&, .'4.~l:t~i:~;.~; ,."z~,sL~ 04. Is Ire> f-- lO'fz. CL6 4-Z \+t;;/'<VML- ,~ 5~~~p I ?_-"""'-1 -.-. . -.~ - p?< s~ -z.. , 7< I Z,5 y.. t-. b'l -:,c: u ~----i7;---p-"4; T'L-jf t+-c,e,.?U\oL '7'-. '4 \' ~I .A-: .I 17'( ~ 4-3 l+ery>-4/(>o{ -e.. ._A ~,_ _____:"L~.;C 'Vi::> _ -'oi::.;;..;: ()orv'-L L,...." .<[J v--' -z ~ ':> - 1- --- 'L- r:;-4 s--- '3 S''5'' ,-- --~ . .! \J ~ '>"). ( 4--) c; 4-, '(: n)~:~(e ' o j de? ((Lc~ - l"3uo C{t.,-) .'- "l / (< "'S'\ s. t, l.-.. ) .;./ ~ ~,<:; <) C C}) ') 'l.. s c,:~' C.II'~) ''l-'' . . < 1_ ~ -------------------- APPENDIX UNIFORM BUILDING CODE 1988 EDITION APPENDIX hd Will drift aWChM". h, hll FIGURE NO. A-&-ORIFTlNG SNOW ON LOW ROOFS AND DECKS 'd .~II~Wd FIGURE NO. A.9-SNOW DRIFTING AT ROOF PROJECTIONS P, (upper) ;.........-.. 8~ FIGURE NO. A-7-DRIFTlNG SNOW ONTO ADJACENT LOW STRUCTURES hll alldln" 8UtCh.",. FIGURE NO. A-1o-INTERSECTlNG SNOW DRIFTS I NOTE: hdl = YWbl ~ 8D ~ WII FIGURE NO. A-8-ADDIT/ONAL SURCHARGE DUE TO SLIDING SNOW hdl = YWb2 ~ 8D P, is evaluated on the basis of upper roof 846 847 128 h [[f? /i ROOF SHAPES ~ER. ~~:~ r h[~ROOF -- Lower of multi-level roofs with upper roo! sloped towards lower roof Roof areas adjacent to projection. and ob.truction. on rooC. SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS. LIMITATIONS LOAD FROM~ SLIDING SNOW . DRIFT LOAD ! 'I" : . 0.,8 /,"'", ,~'t:;.<... ,~. ..' DesiR" lower roo! for loads according to Figure H - 5 plus a portion of tne slidinF, snow from the upper roof according to text DesiR" upper roof for loads according to Figures H - I to H - 4 ~~~I c ':" -L 0.,8 ' " ,5 " I . I C,8! 0.8 :0: ~~ 11 loh C 0 10. { s when lah<a.8* uoe Co' 0..8. g when lah>l.a use Co' l.a 2 g when < g uoe Co 0 0..8- /; W lh when h < 5 it u.e W' 10. when h > 15 it uoe W 0 30. h: height o! projection in It ground .now load in po! g 0 W. width 01 onow driit in it J.. length 01 projection in it Figure H-6 Lower of multi-level roofs with the upper roof sloped toward the lower roof Figure H-7 Areas adjacent to roof projections Notes: OFor roofs upo..d to wind according to Article 4.1.7.4.. all values ofC. marked with an asterisk (0) ma)' be reduced hy 25 pcr cent. All load dlStrihutions shown in these Figures arc also to be applied as alternating strip loading according to Sen. tence 4.1.7,2,(2), ) II t") 18 II I I /~' I, 9.7 I ---- JM; J- l-9.~9.7-J II I . <:'... 1tI~ Valley area. of two..pan .and multi....p..n Iloped Or curved roor. ROOF SHAPES 1 r ------l~-:------ t J _- I ------Jcf:::- a Lower level of multi-level roof. (when upper roo! i. part o! the aame buildinl or on an adjacent building not more than 15 It .way) SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS. LIMITATIONS CASE I I ~:! ! ; i: :; i:;: ::: I Cs. C: : 0.8 _ I CASE II 0.5 I 1.5 CASE III . . '. 0.5 I CC, + CC2 fJ.- 2 - for fJ ~ 100 use Case 1 only for 100 < /3 <:. lOo use Case I and II for 8 ~ 200 use Cu. I. II and III - Figure H-4 Valley areas of2-span and multi-span curved or sloped roofs I cs[~!, :, .." ~* '., """'08'~ w: zh r loh J 1 C o15.!l s g when 15 1 < 0.8- Ule C. . 0.8- when 15 t > 3.0 u.. C.: 3.0 W : 2 h when h < 5 it us. h > 15 ft u.. W: \0 W. 30 h. difference of roof heightl in It I. R round Inow load in pI! W 0 width uf ~rilt from higher building in !t · ... distance between building. < J5 It For load on upper reol uae Figures H.l to H... 4 Figure H-5 Lower roofs of multi-level roofs NOles: .For roofs uposed \0 wind according 10 Article 4.1.7.4.. all values of C, marked wilh an asterisk (0) may be reduced by 25 per cenl. All load distributions shown in these Figures are also 10 be applied as strip loading according 10 Sentence 4.1. 7.2.(2). In Figure H-4 note lhat Ihe term (a -30)/50 is valid only for slopes a greltler than 30 deg. as provided in Clause 4.1.7.3.(I)(a). I J I l -~ ~" ~1-'it"fl--~J"W~::i 127 q' ~!1~ ;'.' 1~"'~>iJ~,~;":'~;,f{~..r'''' f :.:il$11~)1~1"-'/il" 1li;Ptt '~.17;/X~ t'f,!i ~'1\:~r:~\\, ';;i"?i)', fj'I7J,'~'.~";~; < 'l~ WM.'Cf,:', C9(j-&,,,~.., ;t~t1"tt'"'~'P,.. l, ~tl 'tl4~r~'::~";~>~ ~ f~~. ~!~iXif . . !~. . ..~~ ,~' ;"'1':;' ~\ic", 'i- Jfij<l'- ., ~ LHALKtK PUTNAM COLLINS & SCOTT o MEMO JOB NO.: o CALCULATION DATE: o MEETING MINUTES BY: /:':'\ o TELEPHONE RECORD SHEET: of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (2()6) 383-2797 INCORPORATED 1969 o PROJECT: i ' , }..- -"~"'-"'-l~'-p-:", f"'S .R.,.i.-- .CrJ1.:- ..'''''y.. , .~... ..<: _...~,.-!-.,-- -T'.'-". f'-'-" .~-..- ""f --- i f" p.r....... fH'-'---r- 1 i I ,J I I 1 : : j I ~o{c~~~~Erf:~[=~Ft~:;::Fj.. .. ,.~ 3 ~;.l~tr~~=rl .f~ T..:~r: .~-;=+ ..l:-tE~f~1~~EE1~~}-1] i ~ i ~: ; , ..... .i.... ...t...... i ...~J" ~.2--. . 'h_L_""~""",,i_ ~ ' i . --.. ~'___.__H~... i! -- ._~'--_.:'-'^_. - i , , , !, ,." _. -~.- -......---.--.... : ... .>--~. -~-- i- .-- ,-.~ - .-.,..-+----,,-..~ ..-" -._-~ - ...~.'...'1..: ! ....__.1. . . . . . .._. _._,_. _____ ._____ ___"'_n'_' __~... _... . . ..~. ,,-~-,~._"'---,,~---_.._-+._.._--~---- ~ ~ I L- "',; .'1, ..'1 ,- '1-" , .~.~('1'J . z .--.. l' '_}_~n_ _~... .___ . . . --~.__._-- ._---_.~ , ' ! ! ...!--..-.- . ~:2;~{";;'i' i ~ Z: ----~':,..'.~...i.,:~~ =- , i -.--f "'-;"9-' ---i... .. --.:'....;.~.<F. j I :~. U~~,..t._...i ._ .~._._{._h._._..!__.__~___._._.~ ,.J 6..~ -X. ~_., ,.. .. 3..+-....... ':;S'L' "2. "3..(.4)!..; .C fJ? ~__ . 4'D ( t?-4 -'"t--_.--~.- ._._...~-.._--, p to )CO .4-,c Y;.. : 4'''1 ~~ -- -;'_. .... .. ..: .q- Z'JJ~..: boO bO'u , ..2.., . ___! "_"+____'; ~I~.l~~t.~-I.~.. ,~ I ! j ; "' '--r--"--';'--~'----1 .____..._ _.......1..... r;, \ 0 ~ Co .1<- 5;{/t), ~ "m._. L._.. .,--1. i .--.-j..--....-.. i P6 \C> Y ~. ~/o -;~I ...l,;) "4-._ , ~ 10 "f. r;;- '1- ?; ~ 'f- i i i ! J I .l.__.__~ I I : ! \. ----J ".._._ t-_.. J .-.-,- '._,-_.. ~.----... -,....~-". : . , __ .L___.._ ' , ~. i,""" ._..~.____ '--'_n ._... _,._._., ......!.--. ,......--.f i '---j , . , .-J'''--T''''+--'''': -.',,-- --,.., .-.- --..-.. -I -) -~ ~ '~'1"~1W!;.!~~t~J;rtf4~1i~ t "<~A:" . #.:7{f;,Jf:rf...:::.,.' f' ,b~/t~" ,'" :;~{~fJ:PJ~;~if '"('l:/~t :\,-~'~h~~ - ,"" ~<~~" :b '\\.%' (.;fl~I{"'f('~ ~'2fK;~"'1r, ~, J >~~ ~~\~"~~:~J~i :~~f~~tf~l"f;~ . ? "" 'it:... ~ J!;,:lfo'; ~,. '<(.t ,..' ,,_N. CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 1~lf'1 ~ O'J 0L- ~-l,A-N 4.. ( L- 'Z- l 4- ' Uc. "3 (.,. ~ cf S' +: ~.. ~ a:> fJJ"fI,^,- '2-- to I DO' m 'l. IQ I 0 (t 4- \ "L, 2- 'tA-.1 ~.r T- 2~-lcl'l\ ~ 4-(((~) - ':$ 10'b ,.... ' ~ Ii 7. [OlO L"1) t:.. ~( 1, 1.1 (r.~ 16 \' ( 1/\) sc... 6 ." s- ( [0 ~~ )~(_4- ') <1--( l 7 z e.> ':J ~-~4-- C ((~'f (Db'). I ~ z::, ~ . (,<." ~ Z srs- -')',' ",.:.I c {;., ."2"\ 1 r( ~I C J-, + L. 1. l~ .,01'f. \0\0 c 1\ cJ- '2- ,(4-Ll~ .g '2 2-. ~ 4 U;..L.-- s I 'b )( 1 2. _J 0> Ji Jp L.f'~%~n,~,\;~:.''S~;~~;~ . \+~';t95~"ilt%:.~~,,-*\' ~~1fit,~~t(,~ ,~$r 'tt ~~{~ J~,;' . .,:.:( '.~I ~ ~~~fft~"ti~7'< G" '.. 1ft' 1.>>7.''J/t'., ,.,' '~Vi ~u\<ti;~ ~~;;;:" ><4-Jli)II'il.,? /'~,>e f'1"'", ,,'k,1lI., , G~.t\A*~;~~'l~~~{~~J{~> CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION o MEETING MINUTES JOB NO.: .J - qcfS-~ DATE: 1!r/3 D/c;/ ~L- BY: 'j o TELEPHONE RECORD SHEET: of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT. SUITE 301 TACOMA. WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: f20u'p' g~ (~ t:-YM~t~ L I l:. (p' " . -;.-" '. I ,-. ' L--1..- Z- , w z ~ ?,.4<;-Z ...... f -; 5C> VV\1.. ("S<;D (b) ~ (,. f.t:J "- ~ b e(~ (, ~(f/)) +-5 ,~ ",) -~._--~---- '3 V"t.. I ~S-O (. "3) ~ L. 4.D ce. (/ (t.\)\ ..,)' ell~) s-s- ;:) ("1..) '" w-s L-"t \"'1' M I ~'5'O L II ') "'L. D ~'I'('2- 40 () \,). 0 t~ ,6 (("2_.1~) 'z.-I~: 2..4 eJt ~) V 1. 1"2.>')0 L lj.,s-\ \ \,S t. /I ') (I, 5 \ ~ /(,) (It)) - 2.- '1 D ."" ~ -Y4-f /S" ~ -:: > (./"3)D)( 17)~()7ZP\ 38+ (f.f;'61o"'{ /3'7[)1 /74- .. .Q.. 2.-14- Tl.... tf ~~~ PI- t 'Z- I ( q... .J' . . I .-;"~~n:~iB"'~1!;\J;Z?,~"'i~~~,.~": l' ."~':!f_l~~'",J'i~r'li!'!;f""., :~~"J~~~ ;i),~~~? ~ U{~~:~f.f :;J;Jf~w "",: ''''~'''., "r' , - "~\\~t,0: :'~I"~""lI!Ix": \ "*1;.'. l'i.M t.'t"i\J~;:tJ.tw,~:t.~ "..'1''''6: "l.'''', CHALKER PUTNAM COLLINS & SCOTT o MEMO o CALCULATION JOB NO,: DATE: BY: SHEET: '\ o MEETING MINUTES o TELEPHONE RECORD of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SU ITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: 12vv.,t.. ...)01 '5/ a ~N'"N2YJoM.~, ' "15"" 'f -; ~.., 1"2- ~u (/(..--~ I 1 ~ WfL-fJ ? f7 ;'>-N '-1 (? (l.-\/t'- r "'2.0t fl'\..;.p ~p,.,.~, -~~~ ' z '3' 770 , 'ZZ") ( 7-"1- U>) "J /! . \'"'vI'? 11 c> Lt I? ':J\ '{ "2 j') t r '- ~ '- C 4-0"\.. 5 ,-7~~ S'1'1L (..b '5b ~t^A /-rr- r'flH crS- y 1,,~ 7 ? ') -") 'T1..>.~; ~~ .. 't 1) trZc, e 0.- ~ 2 <#, l <3 ~ 5'5 "It. e "3 -z.. J"J" ,?("of I /1 ~ ~ Z I ~" ? p> y. e t.'" L "l.., !' - 7"',3 ~ ((;,,'--04-. ,.J CHALKER o MEMO JOB NO.: PUTNAM o CALCULATION DATE: COLLINS o MEETING MINUTES BY: & SCOTT o TELEPHONE RECORD SHEET: of "2) ":':'=, CONSULTING STRUCTURAL ENGINEERS 0 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 PROJECT: (206) 383-2797 INCORPORATED 1969 .i d.-I-..---L..j-.-.~i~.-.r~.~+~~.r:-.L~:r..'1 __; j r' . ['T"'T" i ..----,..-..~ ..... -- f. 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"__ ao"_..'______ ~.___ I ---- --j _..:------.---f-.~_.. - ...-.--; CJ - ~..! "'1'-- .".'--_0"; ""',..,,,,\.,",~ .'^', .,; " I~ 'iodt,M~~f~{"t35~'~>I,.i$:"~'''''l\.:: I' '.'~'%"'~;I,.~y,P'J;'"til~ ,,~~ "'~Il to;. ~~ 'W,' Wr' ,NI ^ 'I !^'t.,'''',''? 1 1"'~Ii. i;~.l':~f:''''-~<,j . ':,.. '"j'" ~I"'~~';:~""-" ("'''~ ,,' ;:Ji b~t!J ID\ ~1 ,!,r~ ~,c, ~.f~ , ~~Ji:lf",,,,,,, i'~"'Vir$^} . ,t ,#,," ;11l)i::;,~'\~>t~'1':::,,~ ,Ri'~:~~~1:~ r,~iI,t.J" .,ft$(1J(li? LHALKtK o MEMO JOB NO.: -J - ~ 4-<;6 PUTNAM o CALCULATION DATE: !) I z.cf!<J1 r COLLINS o MEETING MINUTES BY: ---.J L- & SCOTT o TELEPHONE RECORD SHEET: / of "\ ) CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCElT, SUITE 301 TACOMA, WA 96402 (206) 38:l-2797 INCORPORATED 1969 o PROJECT: }.Ill ') L-- [0?-;:+M/ ;02-, i . ;. ; I ~MJ;ri(z.... e:H.Jp~' i--. __,!h. -'-r'" ^ . : ' . Q,~ ".._~. - - --; -- '!C.V~.$..~__~.~~:_.~_...._.~....__...l._._.!___._~__.__~..__._ , i r I m.J:h__._~_l___..~. ~_'N''';'I l- ----+----1---- ,-- , +- I. ~ . . 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(';:;(M.. , . +.. : . , ' -~. ~.- ,~..- -..- ~.._._.-.-~.,,", \1 '~t~i~::~~~~~i~~~\":~~t~~~; ,.'~I'$.?1m!!; ~'1~?4 l' :~"(Itll!: ~1~t1) ,,\; '~'''' ~''''~' j;..,j.~~ to" .i'!~' ~ '~.. (~J' .,.,)ilMit!rJ'~~tLi$t"}*:f ",-" "',~ ,~.<.J""", V(>iif , !('\J:~~,.il1i""t ~&\WY"1'i.:-;.:.,f.I{ '9 " ~ o:;..ilf' .~. ..;;0' '." ".' CHALKER PUTNAM COLLINS & SCOTT CONSUlTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o PROJECT: JOB NO.: DATE: BY: SHEET: of ~. ..~~~S......;.. m'_n _L . ^__~'H '1 'I B l7- <.:yy\.oy- r<~ f2<., () j~ . 170 PSlt. 7-1 " "2.4- . i?C;O T-l. "24 .. ? S-o 'f .~ , I ~ "2... ' .'30 Ci.....; :r::~' 15" C;~O 1=-l..- \-ii.M l'f.(\] '\"')e-l .11'W~S17S <2.. "S '- ."._0."",'1-.. C:W"V(L ._ Ju,f>-f"._.i __.~._~ ....__..j..n......l._..~~..J_~__..H~._._..., , ".. ~.__..,~..,---.-'l 5"0 1"' '2.-0' t- -z. 0 t- 2.& ('.~:~ _.~.'l?()... ' l yp + U> ~.7,Q,..i-.~J~.?~.:z.J8~_..T~]~~_-1 . U" TjL, . ~:'_ .j-~4~-o-:; T -IS:J T j L.-;e+'__j:2~I_t_;_: ~ T~w '301, /, 2.5", .,~I~. ~.':<1't- .; 4:~I._: ' ~ s ~ , " 34- t 6H I ? C:;'O y e ~ z. .Z 5 --..-. --' .... .-- --..------ '."'. ''\. ';~'<-'j 1'2,...' ;-$0 \'2- r-3 I]," "3')0 >" '2. "i \ 1.. e ~ "2..: ~'- 'Z 'Z.. SC:;- 0 2<0" S-~e 'Z.'2," O;~~ "Z '2..... ~ 0)"0 .,. \ , / J (t -; z. t ") 7; (i.?'1. 12 "$ 7 Z~l; 1.0i " 16 l 40 t 1.) 35 "2-- B I T'. L ""o~ .. c..- ~T-J ,l. . I~ toOy. I..:JW r="""', -, I ~. , ! 1.1.. !:rL. '- \_-_/ .!.... T.j.LY \~~. T..+4" .T.JL . ,"lip' TJ w I ~O/ ,." I.' 219 -z., ~ . . . I . "2.(... l...Y: 7'61 z.~ - --"-"r' . ._.. ',_ -_"._~._~ : i I ..... .1~[jLt--t! '--!". ~-.-~ -_..._--.:.-.-- ~-z.! . ,. . .. -~~+-, I "2..(; Z-~ -- ~ " WALLS .) l 2X6 EXTERIOR STUD WALL DESIGN , DOUGIAS FIR #2 LATERAL LOAD ALLOWABLE STRESSES (PSF) (PSI) WIND 14.3 Fb = 1450 D.F. #2 REP. LOAD: (80 MPH EX. MB") Fcll - 1050 D.F. #2 E - 1 .70E+06 D.F. #2 Mmax = (wh ^ 2)/8 LD'F - 1 .33 (NOT APPUED TO Fc' L - La FOR LONG COLUMNS) Fc-perp 625 SILL PL BEARING ~~~~~~J~~:~: -. 3Wt STUD SPACING *W~~~: ;: 8 IN. O.C. 16 IN. O.C. 12 IN. O.C. 24 IN. O.C. I~;;:i :: OR (2) @ 1 6 IN. O.C. - OR (2) @ 24 IN. O.C. - ~t.t~~ ~: [I!~,.. OR 1/2 WIND OR 1/2 WIND .. ...~:~ ON 16 IN. O.C. ON 24 IN. O.C. STUD AXIAL DEFL AXIAL DEFL AXIAL DEFL AXIAL DEFL HEIGHT LOAD (LB) IN. LOAD (LB) IN. LOAD (LB) IN. LOAD (LB) IN. ntl@.~1t ~tt~~i~f~~~tt~i~~~iJ ~t.~~ifli~t%i1~ff*~1 ... -..-.........._-... ~*~f;~iiif~I~}t~~~~!:1~f~~1~~~ 1~~~Jf:f:~t~MW~t~i@~ f~~gtfili&~t~tf~ :~~%{~~~g~~,~~~*~~* ~1~~tl~*!l~r.~tt t5lliW1ti*~$.W~~ 9 5160 0.04 5160 0.08 51 60 0.06 51 60 0.12 10 5160 0.06 5160 0.12 5160 0.09 51 00 0.18 1 1 5160 0.09 4800 0.18 51 60 0.13 3850 0.27 12 4900 0.13 3850 0.25 4350 0.19 2950 0.38 13 4050 0.17 3100 0.35 3550 0.26 2200 0.52 14 3400 0.23 2450 0.47 2900 0.35 1 625 0.70 15 2875 0.31 1950 0.61 2400 0.46 1 125 0.92 16 2425 0.40 1550 0.79 1975 0.60 725 1 .19 17 2050 0.51 1 175 1.01 1 600 0.76 400 1 .52 18 1750 0.64 900 1 .27 1325 0.95 1 00 1 .91 19 1500 0.79 650 1.58 1050 1.18 0 2.37 20 1275 0.97 425 1.94 825 1 .45 0 2.91 21 1075 1 .18 250 2.36 650 1.n 0 3.53 22 900 1 .42 85 2.84 475 2.13 0 4.26 ",1 NOTES: * BASED ON NSD WOOD COLUMN DESIGN. * LOADS SHOWN ARE ALLOWABLE AXIAL LOADS PER STUD FOR FULL WIND LOAD WITH THE GIVEN STUD SPACING. VALUES HAVE BEEN INCREASED FOR DURATION OF LOAD AND NO FURTHER INCREASES ARE ALLOWED. * STUDS SHOULD BE CHECKED FOR: 1) DL + LL + 1/2 WL 2) DL + 1/2 LL + WL .) l 2X6 INTERIOR STUD WALL DESIGN , DOUGLAS FIR #2 LATERAL LOAD ALLOWABLE STRESSES (PSF) (PSI) WIND . 5.0 Fb - 1450 D.F. #2 REP. LOAD: Fcll. - 1050 D.F. #2 .E - 1.70E+06 D.F. #2 Mmax = (wh ^ 2)/8 LDF - 1.33 (NOT APPIJED TO Fc' L - La FOR LONG COLUMNS) Fc-parp 625 SILL PL BEARING II STUD SPACING 8 IN. O.C. 16 IN. D.C. 12 IN. D.C. 24 IN. O.C. OR (2) @ 16 IN. O.C. - OR (2) @24IN.O.C~ OR 1/2 WIND OR 1/2 WIND .. ,.~"~,.....,......>,,,~.f.it..".WU".W.. . 24 IN. O.C. ;.:.::., ::t;;:ll1~~II~lrt'fill ON 16 IN. O.C. ON ..............,.......-.........-.................,......-....."'-"-'" STUD AXIAL DEFL AXIAL DEFL AXIAL DEFL AXIAL DEFL HEIGHT LOAD (LB] IN. LOAD (LB) IN. LOAD (LB) IN. LOAD (LB) IN. ri%W~~t.m1lWq! ~~~~lW~i4~&fMWP:f:~f :W~~~W:{~~~1J'~it~~t~m~~~ litti~jt~~~~~~~tt~~~fj~ ~~f:t~~1:~~%i~lii~ ~wJ~~~i~W~~~~1~1~~@~~~~~ ~~~m~~$1*gi~ill ffi~@m~~i'JiH~I~~~l~j. ~~~i~r~t~W1#w.~f~il~W 9 5160 0.01 5160 0.03 51 60 0.02 51 60 0.04 10 5160 0.02 5160 0.04 51 60 0.03 51 60 0.06 1 1 5160 0.03 5160 0.06 51 60 0.05 5160 0.09 12 51 60 0.04 5160 0.09 51 60 0.07 4850 0.13 13 4800 0.06 4400 0.12 4600 0.09 4000 0.1 8 14 4100 0.08 3700 0.16 3900 0.12 3350 0.24 15 3550 0.1 1 3175 0.21 3350 0.16 2825 0.32 16 3075 0.14 2725 0.28 2900 0.21 2375 0.42 17 2700 0.18 2350 0.35 2525 0.27 2025 0.53 18 2375 0.22 2025 0.45 2200 0.33 1700 0.67 19 2100 0.28 1n5 0.55 1925 0.41 1450 0.83 20 1875 0.34 1535 0.68 1 700 0.51 1225 1 .02 21 1 675 0.41 1 350 0.83 1500 0.62 1 025 1 .24 22 1500 0.50 1 1 75 0.99 1 325 0.75 860 1 .49 ...."\.. ) NOTES: * BASED ON NSD WOOD COLUMN DESIGN. * LOADS SHOWN ARE ALLOWABLE AXIAL LOADS PER STUD FOR FULL WIND LOAD WITH THE GIVEN STUD SPACING. VALUES HAVE BEEN INCREASED FOR DURATION OF LOAD AND NO FURTHER INCREASES ARE ALLOWED. * STUDS SHOULD BE CHECKED FOR: 1) DL + LL + 1/2 WL 2) DL + 1/2 LL + WL . ./ ~t>,?, ,."tc:~:.it"":,,,,1;hzr),'~).~t p\ '.!\""l) "~J$ ~4-f1.~ +,,,;t';iR1i'Ic. "'~":h if,"-W ""',1T'iI:~:I' , ' ~~"",;~jfl ,'1- ~ I~i/ ~ -r.,":~~!<~/f '[.;;1& ~~~:k '(~~7~(t: m, ~7j ,~}.~~ ,~~f~ ~') '$ <ll.,,titJ~~-"tl{f1~ii!(\1~~"*~\t. ';':~:"~l~,'/~~<;Ph":~.~~\f:~~;;. ::: CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: DATE: BY: SHEET: J 94~ , l?~?)//,/ I --.Jz-- o CALCULATION :~\ ,\ o MEETING MINUTES o TELEPHONE RECORD of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA. WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: ~o .I - Cj oJ . rL-f-: ','r- ,,\ , \ I't-u ""'!'Iv- I I ; f-.,_m_-T--'-"!-'-_.~'["-"."i I I I : I , I I '1y~:::=~zz:q-=l-:L:, ,-t:i:-T:~~~i=Tl ' ., ,,;!;! r~ I ' . "-l ' I , ! I fU'U" ,.. u....m+_ .... ... . i~5-'~ ~--',-~l:..t,u(~: ....u < ;{i~"i "'I--\~~~~i,-~rz,~\u'''l'-''r-! - ~40'l- -:-:_'_;_:_'_""'1""'< 5 c:: (7- )~n' -J, -'..".:. Y.< · ~)..".~,.I;. ..' ... Lt:tt-r:r-: :-:~l~~~:lt"~-f::e~~~~;:t~~i?i,:_ .\i. ~J~...u __!~!;4:L.3 /+~. LJ'S:1:t__.~,u.:'2-u'{, 7 ~... u_~u u 5.iLC-.'-'5~~._J. I . ; ! '~'-~".'-'--'~-" .;...--- ..._~".;.. -- '.--. .. '".~._ ____ '>0.. , +-4 , .;: ru ue I tt12 vhrAi? W;.. B .. .. ,- u_ V'(l ~u v.J .1.,/,?pA;:-. .. ju . ...I~/~_'2:L~=~=_I!t~; u....u,,,... ......-8-.... ......_u. L._ -....i.. ___-.; -fa. . ~'~ rP -'r-nl:_.._.u_u ..i .... ....., !uL_uJ~{ i ",:u'r' ~4-- I""f.-A-~ r. jL'3;~""i, u.u...J ; j ') . . ,.u""_"u!. . t. + 1;ur ;"'L.q:('"1,~":'7.+ .-.--.: .- '~-.._...- ,'>~'._...- .-. - --.-.---.;. ( : : <t-., 4'5 . '" 1 3D o':r I ~ ..., "2)Li2 .. u"Z"1 7 f~-"."','-i--"'---i .. L ~9.~u:.u.__.! 1:;5'6 : u .to. -T~;)'':':>T;;;::;.u3 3--; ". ~i .~ -..<" .f ___u,~ . . . .!. _,..,.,..i.~._.__....:.,__ \0 l/?" '):. .. , T u'Zi"" '34.' 2. -,,:uu"i "..~ 3. c;- o. -t._..~_..._.",!. ._~ __..~. . ....! ..__.,j__u; . I , .._.._____~n'----~". .. _.: .. -jW-<-- ~ ..... [;0 I ~ [',. 7'f(u~~~. (2,'. " c ~.4' :7-)_1... : . i . ! 'or /1'" . i"-4+-S1J-.u.i 2.. q 00 (. '2. I.. I\' 1. . 4- <<.. ;- j (YIi\-t' 2.,4-( -r~' ,"'''--'-''->'':~'' .Lu_,~_,5,.1r<'9:~kJ {(f57).u. ? 1("2. s,,~ 'Z e'\) S~I'~J;~t~J ~ r?~7.r9 I';-C~) "'L " 10\ , z: "2..- 3 I. <2:> ?:J I e,L) ~. ") ~---: ~ ~.ob"'-, 4Sb i-ff;? 0 .-.. -~. ..--_._:-_ ___"_ju.__~__~ . 79 ,7Ct, /. ~ 9- ~ t~ '7 ~:5 ,J ~Dj1''=-1 \. "- "'.~""ll~;b~~I"<cff~11:1if:f.;.~;r,,,"',.,.~n4.v .. ~,14ft?~" ;.f~f't~~flf.::t' , "l~ '~rI'<;-:m-,,[.' ~t' :,l;;,!, d ~llt'f~2 51 '~"IJJ 7<! ,~.,\J. ;'V,.~1fj l.i(&:;'Jr~' ~~:~Hl (Y{~~~,~~,"~,~~~\ " !,""A^':r"tg7lr\;(~r.i~"'",," . 'i,,'~~'dr'i 'l,iS.jt" "tI~Y~~~~"':\~~ ,~ '~t\~..~\'i'{~;',''\~\"', '. ........""',.. '. t>. '-'.;.~) lHAlKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: .J -7 4-~'D DATE: 5/ '2Jl#11! BY: o CALCULATION o MEETING MINUTES o TELEPHONE RECORD SHEET: of o CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 PROJECT: E 'f 'fb{2.Lc.Yl "".:;0 1V<;? ------- W /'-v<.. , c.. '( M. ' _._--------~--_._-- , '" ~ 1,0 \ "f"\ f' tAv- c..~ ~.b E,4yz--nA'~~ \)~ OF- 'fA.--L-.- " .z.. ; '7~7 l~~!i j4-. ~ -:r (5 2;,<:;"""T{o "'l' , 1. 7.~ z. \0 L (<:; (.. ~ Z',-, '[..0 ) ... 14- C S) I\" L -z.V) C il1.~) ~(. ~ ~ -364 C \ I ~ lO<:''f L ou\ t>~ C ~JrtCL H-f!. 7:-- I ~ --z cJ.. 1.0 (\1...') '1. i ~ ~~ 1(.,. ;<. '"'2.- '? ( v I':S. ~7 Cu"W' (S I ~_. VV\,"L. ",. ..x... ~"Z.( )/~ ~ ~j ,5~ '2 Y'O ~. 7{.)~.. "2.<p F' z.. ~ sf (, <:::; 'f/O b") v '"Z<- -z.. 'Z ~~s; 0;\. 41) "Z'. BID '"Z../.c,t.. Lc.. I( S~ '2.. )C'1..br . ~"'" (55 ,,~) i}i<... . I. 3s ( is"") C 1-0) '- ><. ----------- ~. :;) (-z... ---- 510 ?'::>\ L '2../ I(s- .) LlP" SlQ - I /( ~.>'1 4- -- t,c,') 1 4-" i) - II) . I, r 4a-. . (, \. elL. CHALKER o MEMO JOB NO.: PUTNAM o CALCULATION DATE: COLLI NS o MEETING MINUTES BY: & SCOTT o TELEPHONE RECORD SHEET: ?~ of .,) CONSULTING STRUCTURAL ENGINEERS 0 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 PROJECT: (206) 363-2797 INCORPORATED 1969 ~~ W~ ~ S ~ 'Y- 45" 'f L".~ '1 -z.... .. K.. 3.(P I ~ ~t~' ~ 1-~'b Dr-:- I~ C /c..) I.t~ ~ s{ 4- , sL(,'~L~b) C -; 1.4- -z.. zS11 5 ~<&, 'Z.- Cio P~l ~ l'l.. ~1 )" ',-~ J Q:m...~ 5" G{."'> ") L.L'1 ') I..... ~ ('- 15" ~. o I~./ 4- 6~ (3'1 06SVtL.,j'~. f't~ ?~ Ao.,~A-~ 1D ?l..-A-l ~ I ,..-- f.>-tz.f'r4.. r+T ~ L{ 3b D .b..z- ~ T. ..v {2'1~l '300 4- ,1 " 5 (fS")(I. ~ ~ ')( C') cn? ~ I; !f4-"'j .-.-.-... . ... ........"...~ -i '0 ~ 2--~1~I-Ob)( to'l ) 11 1":$. .., 1 ~~GC: c2.- I '1..... l 4 P fo:- ) .J COLUMNS j .{,..... ,f:.~';'~~'~.J. ~ "A~:~"'I\ l\...~i,.:H"tff . ': :r "'/~;';<m:t'~ (i~~~"'1;~:.'~);;; . :'."~~~ ~ !i~.~!j'i~ "',",) ;. il:$'''o'/'j~ll' ..' ";~~';"'" rJJ16'",~';',: GI!ffd co.' ~~: .. ~~:;.!{1ft.!:,,,~fi~;~~i'I~'.~~ . -. J,~ ~~I,,~V.~~*"V"~~,~~:W"}''5! ,~Jl;l, ::r!&~~~Giy~'~~~\": ~",t m~' CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: DATE: BY: SHEET: __I C}~~ 6/Z"1IQ( d-z- o CALCULATION o MEETING MINUTES "~." 'J o TELEPHONE RECORD of CONSUlTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETI. SUITE 301 TACOMA. WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: \j ~ N (U; lL -5 v(JjJ C;rYL'( M t/\/i'L-:- ~.,G ~ 6'-<0 .. , ". Won.".. CA-~ f { - 0 ---+, - --",.- ".,- )... ." EL-tS VA noN E. ,4401 ., ~ Iow\ C2. . .. ~S>MJ <:, -~'1Z"':1 ~ , /0 E: 'f- ;(rr.Jy,..":, ~1 i \. .1 "J /0' ...._____l.....:;...-... o ) '- J.. "--i~ -~'~ - . . J CD A- , \/Fi tJcC-Q... . I I I I ~ @ ... I ; I ~ G-"lIl..S .i2. I I t t-=-1.cnAt... B"" Jffi l(.. l' t . ...: f: ~/ s-: ..2&"<: .j-.- I ' 7 - (p. .;/... t BLo~ '5 s-p 5 ~ (@ 4-/1. Y '1 )< ~s- ;,0. f9so ~ CD lS ~ 4- '1 )C 3S- I~.oo dL. z "1- '2- CCl1.- ..... .e~',/~~~ :'11" l~ 1'1 I ! -.,. , '.$~ tAL- e " Cfo~5 I .~ 1~40 t 6) (.S- yo 7 'Y ~S- 1540 'It. )Co ~ 'f ~.;- ? Isoo J!.. 4- I \'Y\ ~ 1~40' 'b") ~'7. 1+1110 '2"" JOL>V ,r., I ,~ s. o l.~ 1~1110 1"[(.,5. 0.-/) @) is ;c / y. '":,\ :' 1&0 f- 12. orl ct.) 110 __ ... 175 0 -.L '1."3~(I1.-) , ~Z'" ~.?"J(mt) ~ Q Q U ~'2 ~ 1,'3D{ @ I .~ 7' 3.." 3 ~ ~ 1<:10 It /1'--) l!v CY -z ?(? O' bvv is ~y3.,..1(4-. 4-3 G' ~. ~\ , ?'1( ( ,.' 1:,. ~ )'-/ Dr~ ~vv ZfW'~ 4--. "7.3) r^ 'l \?~ 4 t '1j'1"S'" 7''/2 Y l. yo ~~ L 7.kC? CHALKER o MEMO JOB NO.: Jq4~ PUTNAM o CALCULATION DATE: t:./7-0; /ql COLLINS . o MEETING MINUTES BY: <.J-L- & SCOTT o TELEPHONE RECORD SHEET: 'Z.-- of ) CONSUlTING STRUCTURAL ENGINEERS 0 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 PROJECT: (206) 383-2797 INCORPORATED 1969 , .... ',' '4.:-' . ( -s;} ,/o,L'"S \) l ~\,C (77J!.J'\ ~!()..<C-. ClCz ~lDb)( '~~ I s bo~ L 4- "f ~)" ~ "2.. II A-N~u17..... L't. I 10 y ~s- '7<'. B~ s ~ ~ Q. Goo L ~ y '3 >"' 1/4 ((p.(..) _€_\~L~ ....;~..').. '. ""J L S- ;G ~ -< 3/b ('1.,:>) 1. ~1 L ?V ~ 112 y" 5'1, b Le. 7) (;.~ I 0...J"t.:f ? t<Boo' ! : . S ''''' L\;~60:;)'Li lr) 1'" '" .:;e ..~J D-';~, Lb,Z? _.. --. i 2' . . ".ct S-;~ ~ \.0 ~~ -,... ......~. t.~~ N "'. "2. 1-4- . oLe.. l. '1~ "It... . . - . .-, ~.__.- ..-. . .. ..i._ . . ...<- ~.-_.. - -. . -. .~--~ , . ~/ . L ~ y 31/2. ?' /If&# (Cj.g). lO.q .12.13~ T:;:-~~:~ ~-~ r-:--"",,- .....,"-. .~ . I '-"..2-10 I. ,... -. ..l..- w- t.. ~ )(~. L.~ "Sl'D.-, . '---....... " ""'---....... . '\ \ (t r".Co I,~~. ~ G.-. 'n c:. (0' L s- y ;1/"2-)C ((4- (1 :0) s-: 'S '1 ~~. [ I [B90 (;j , , If" ~ ~ ...J d (y\ K( IL . C'z.) YY' 'L. j:6 S . . . .. -.. '-'" -'-'" 4.11 S '7- b'ct'- /,<)7 (p \'VI "'--t. z. (. hi (. -f0 ') l.:::> 5'5'lD.!I..) 6., 7~t'f\ (J..'). (n JI) (2Vxv) i) f'o L6') , ~ I 5;(\.t) , ;- 'U:t , ~ ~ J( ,1.( .~"\",: ~k' i'".,'lf'j ~ : ~ t" tr'iW;,('[Sr~~~)'.!j,;i!{i' ,\'1~'~"'" '" r%~"~""f1."V~Y\",,:\\\';' . 1".':': ,. ;ft'''~i') ,{!, \i'''';:/~ :.!;~ ~~~ ~:~k.: ~~ ~ f "~l"l',,;, '," 0!jfJ" /f~';Ii~i"~~~ \~{~t'~,~i~~\rtv ,.!ft:.-;~~ sC CHALKER PUTNAM COLLINS & SCOTT ) o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 9ll402 (206) 383-2797 INCORPORATED 1969 o PROJECT: JOB NO.: <.l CZ 15"~ (..(7/2/91 ~ 3 DATE: BY: SHEET: of e L..- ~ V f'r'fb-N' k ... w pv....- G'l0 ~ D. I f; / ....). :,~ 1 f' 1.~ tp.1 ~IB ", ~ b x Cj v 5-S- "'- ...............------. @ ~~--~: ; ~ - ----.- -~-- (SJ ----.~ 'I 7 v ;, ~ .J @) ~ (J) ~ bit f "2."': ~ 'l' 3 ~ S '/.. II. +"2 y 5 ) ?- ~+l~3"'l~ 't- .Id.", (4)'I.-"2..~3~ 10 \2<01..<... - , .._n_'.. . . .: , . "7 t ;. .Vf.>-o-Lfr'/ . J 1'r 1 Lo~'1!'~ I I ' .. '6) I '. n~i~ . I f '.. eD l ' I:!. .. I ~ t :q' "I. :Jf Ii .;- .~ I,~I L. . ". I ..' . , It-.; I -. ( . _\L r I t-;\'~ f . ,~~I\V :1 f .Ci{Q)" ~( '. .': ( ~k-: t 11 - \ll..~~'-' I I ~;-- ( .J~ - 1 . . . ( {. I I . .(-- "'l"t3r-l."")~ b L 5Y ..-S v3/b l'3c"o 1<0'00 / 4 L ., tL IOJ "2.. B CD 4- ;< II 'x; "3 ~ . I s- 4--0 ,:(i)...~;"~~4+-;;-~'" . . ro.liv'~ \Z~V~. ' \ b/ '2-.' f-?.. )< C; y -; S- l ') 7 S- \ \ \ I , , /4'10 \l~D . ;.t)D ?fiO , 372.. , > ! ~ . ! .. : ~ ~ I _1.0" : ~ I <1:0 i(1~) I _ , , ~ - ! LfI-'.. Lo_; ! ' . "'0;-0 ~ c::: ' c ,', , <n. fl.-:{l-i); t."W-' .._ .-:=- I "'s'D ol.~ -' -- ", ~'-r;:~lili{;~'l..<._i\<-:~""%,~'J:;;;j;l '^~<'~:!;~',!~'~"f't::fi'"~~;'0~' '~' 'N~ , ~ljtP.~*~~: ' ,1'J!~ ~ ~f!t-!~ Jt't; C" ':. ~ 1;3Z't1j,3'tI,~. ; (x. ~~(bJ~ ~ ~,Jt,~"t. /~~'i5;;.!K'ifn<;;"i'I'''~;!;:i}' , :/~~~}{~'1i~~~~~.\1!(~~i!ff>~ CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT; SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o JOB NO.: DATE: -J 'i1-S1J rP 12/1!q/ I I .....)L- BY: SHEET:~of PROJECT: ~tr~. .M. i i .~, +.... -:- ,j ----~--_i !--,+--,-:"u~T'--j - "0._ !,'.__ ,...... ~.,,~_u_..L__..__ .~_._~._._~ . f .~ -- ,.i,---. :.umu I' fA'1 VV\ 7Vl' f IS .'J-'" t.-~. ~ .:'~ ;1 ( f'J'i:J p::.L-(.>~'in:- t.MNIr-4. un....'IMN Ill\.. IN 1'0 w\"..... ).'. '. ..~., l- i -, ~. 6~J~, (2.o",-c.. .' F" C PrN r h. ~ \ 1...' .! . ....,...... '?~- ! ..H>,--,~rl ..:,... ... .-: ------,- ~ ~- -----'1 ~"' a"vtc''''~~ t$,} .';;\~~" ..'ri'....{ :',&;~'!}t0,;r~fJ.i~1i,1;r:,;~,~~~~~ i':~~?~J ~ ~l~;~' ~'" ~'~"I ~%o''1,''t\Y\ ~ ;:,.~~~ ~";(* ~c!!'!,'~~' ~:fc:~"g;{~,~i~ j i, :i'lf.\,4'lJ~,~:f.~~~~~1!li f\ '-:~',ill""~#"'#.j=:t'"_~,!_~ ':O:~~j'. 1,... ) CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD o PROJECT: JOB NO,: DATE: J VhYB ,I p/~ ( c)?-- BY: SHEET: of Cd'-- FB I S- - l e,." t<; q.,y 4-v I( cL T) q.- y 1 '-f' 3 (Lc:,. (.) I<..- 6 '( ~ o'L Fe; lS' , le>'<- J'-,\ .",'- "':)1 ,j - ~B {(..,. ~l<..., - -'PH'i.,---y" : 3 (> ~ " ;- .; " .~.__._..-t;_._- '-;,--- __'_'__~'Vj'_~ --'. -~,.. , 61?';_Ct)L.~ @ __ _._.~._J. . ~ .j... ,{L ; cS~ .-! , ~..{t~".}~~Rtl~:;\~%i'~:~,~;I" . ~. :~"lf}"fllilljY"'{t~~? ~1t ~1~~~~'/~~ ~~".,~;.~Jt',. ..::/.~,,:: '-:i"1:,j",',' '("""'''';' ~"'t."'''' ,'" ~ ~"~., ,." ;.r, f,,#. !l~~' : / 7~i'1 ~\"t'd /~i,!hlt~.I"";;~;'J1f;~~;~~' ;jj;:.}}f?f,"~ Ift\K~ '\,\"" ~ 4f,; . ~,,::t . ..~}It ~\t~ ",},~~i1.j{J~r':'~~ ~;: CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: 1. '1 4-- 5~ sl ?-c; /0/ --i !..- o CALCULATION DATE: " o MEETING MINUTES BY: .r") o TELEPHONE RECORD SHEET: / of CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: p:, a-wv..c.>{..r~ 'St..- G'YVl~ I :.-.,<1 I '-"~'-'-'-'T' ---''C-'--."".-_. "\'- ! -," "j '-,~""-. ~._- ~--';" r--' i '''''---'T---''.~'''j-'-'---'l t. "i5Df,(1;~..n';.~+~~..!n. ~i, L, r3!(~:~-L,__L..J,..;_.~J___.l i ........t .. j i i . "'J'" . - r l;~ "~--to . -1'-'- i"- '--''''f'--r-l !%, 6:- , .~:i__Etfj?:~t-~=Lj~~_:~;_.l_:T~~;;:_t'T~t+=L-tl-E:1 r- j ". i P\'2.I~~1 ' !....~.,.~.._~..-'"- -;'- ~ -~~ ~. . lI\-r' I \ IlP ;q-~-L~. ro.,;. . . . -., ,w:'--'----'-r-w --'1- . ( . wf\vL.~, L_.~ , !! . . ... _...L._..~.-:._.._,._;, ! I ; i ..+-,-,~ __.J .;; 0t'nf2~i f.._. vJ'Nvz. . I l.<:?_ :t.:..9.L, r -'- t--..___.. .----1..- .t.-.- _h_ -;-. , . ._L~_ .__..."_,,~ '-"-+-H-~.-i----.. -.-- _.~ "') <:. \ ?, ') if? '-:If .t 'r- 5;'+ {~~., ' ---k---___f - -'_ -;--'-'-'.";'-.'_____1'__ .--f H ,...... _ _..._ l,__ ___.____ i .~--- ..,-~ m__~---i-'--~-i i "--- j_mn.-_.j_-"-l i ..i_____''';''._k__d' ......."..---.-----j-.. . . , ..... n_~_~__...__...;.-___-: , : -. , .~ I ......,.......... : , '\ ,..j ...J_ --. .; .. . --~ -;._- " r'0':\. i ne :1. ':::".-:<:,-1. 1 l1 e. 2 Line 3 Lin€,' 't L.i ne :7j Titl€.~ : Scop€-~ : NLlm b+:.~'(' : l'1i5c D ~; n ~I '(' : f! 9 .001'1.:\ Y STEEL COLUMN DESIGN Pa~IE-~ :1. DESCRIPTION )) Library ColLlmn ) ) --------- COLUMN DATA ---------- AISC SECTION ------))TS5x3x3/16 TOTAL C(}LlJ~IN Hl". ~ 16.5 ft --------.--... DESIGN DAlA -.---~--------- Fy = 46 ksi LOAD DURATION FACTOR = :1..33 COMBINE LL & ST ? 1'1 y/n SUPPORT FIXITY ---)) l=Pin/Pin, 2=Fix/Fix 3=Pin/Fix, 4=Fix/Pin UNBRACED LENGTHS: X-oX AXIS Y--Y AXIS 1< < = 1(:".5 ft 8 ft SIDESWAY l:Restrained, X-X AXIS - Y-Y AXIS - EFFECTIVE LENGTH FACTORS: X-X AXIS - 1 y-y AXIS - 1 LOADS ------------------------------ ECC. for X-X MOMENTS = 0.5 in " "y--y II ._ 0.5 in 0: F'ree 1 1 --------------------------- APPLIED AXIAL DEAD LOAD -- o ",. kips . ~J " LIVE LOAD - 0.7 " " SHOF~T TEF~I'I -- " 'J Dead Live Short SLoe ELoe \ J I ./ X-X AXIS MOMENTS: TOP - k-ft BOTTOI'1 - BTWN ENDS - 4.7 8 ft Y-Y AXIS MOMENTS: TOP - k-ft BOTTOrl .... BTWN ENDS - ft POINT LOADS: X-X- Y--Y .... UNIFORI'I: X--X..- fi; y-y .- J----------------------------- SUMMARY --------------------------------) I USE: TS5X3X3/:1.6, Max Stress Ratio - 0.22 1 I Load Comb....) Dead Live D+L D+L+ST I J F o'r flH.1l a 1 . 6 -. :1. a - () I~ I J FormLlla 1.6 -- lb = OK I I Formula :1..6 - 2 - 0.020 0.028 0.048 0.225 OK I 1 I I X-"X y...y I I Fa : Allc)wable - 16.55 ~{si f:t) : Allowat)le 40.38 40.38 ~{sil I fa : (.~ct:ual - 0..(t3 II fb : Act:Llal 7.'31 0.i.:~2 " I 1----------------------------------------------------------------------1 --------------------------- STEEL SECTION DATA ------------------------- DEPTH - .5.00 1n I-xx - 9.0600 in^4 WIDTH - 3.000 in S-xx - 3.6240 in^3 FLANGE THICKNESS - 0.188 in R-xx - 1.809 in WEB THICKNESS - 0.188 in I-yy - 4.07'39 in^4 AREA - 2.77 in^2 S-yy - 2.72 in^3 WEIGHT - '3.43 U/ft R-xx - 1.214 in r-T - F'f?X (DL+l..l...) :::: P!;:i. F' ~~y (Dl..+L.U -.. p~;i Cm:x (DL+LU .- INTERMEDIATE STRESS CALCULATION VALUES F' f?X (DL+LL+ST) F' (~y (DL+LL+Sn Cm:x (DL+LL.+!;n 16:569. P!5- i 31OO/.lff!. psi 1. 00 CHALKER PUTNAM COLLINS & SCOTT o MEMO JOB NO.: . -.J q 4.0 DATE: 1/ ~ jq( . BY: ;r J/ SHEH , of l..- prCALCULATION o MEETING MINUTES ....~.. t.... .) '. :r o TELEPHONE RECORD CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 o PROJECT: "-j ---- -i ---."' . L ..,,_~.L.___. -t--_..- J , . . . . -,:~ ~"-'-'--'-'-r'''-~~',,:--' .,..".... ...... .:b._i. ,,_ . .----[J\ w -"-k ' . ,) . " "I T!. > .,;) Y, r>rJts"../,~ ~ I, , ..j " . _I ... .~ lp "- - "'. .:. :;-~ - ,r' .2.- T5 I '" ? i/O",:' ,.,'''' 'J ~ , '/ "IS (j.{ x IV --7'7.c' l .-'- ,-;1 . ,";. /, '/! /i IL -I J / /.<; ,iJ -. )7; II ~3 71 ,..J '') CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 Clf'CALCULATION o MEETING MINUTES JOB NO.: .J q 4 S~ DATE: 7-z-c:; / BY: W/-I SHEEl: 1..- of-t- o MEMO o TELEPHONE RECORD o PROJECl: ,P. R IT r>1/ ~ Tb rV ~ fZ L-. ; "-'.'." :3 - t='"\W't-J~' , ~Qc..\-\ ' i u__ ~-~.__._-t - e..; ~y ) QIot (' II'; C (- J. f it Rv :- ICl \(... (' 4 IJ -, I L If vr,-t. P $'.( $' X /1 \. ) _~i": ......, ~i' ....... fIh' * ,5 , , .' . ... ii $L'{H Hi ...,;, 4~Pl>.~~;.2Q7);'H '0 . . . --"1--"----''': .._--~; - , l.b(~7) (\ 1 ps~) (2f * 7'~'J,:" 2 g7#: u.. ;lo,I~: ....... l : -....... ~ .\ . . .. - .~. - 1 . rCl.I~ "-i' '.12'8{~)(,7h;ib) 'jr iff.,) . . , ;:.....,J. 00 . IN!> ~.--. -";~'" - 'Y t:-r - ('I.:'~ . -( () i- L:J. ] I () . -tJ "-4' ::- ~50 t Rv' "'. IQ/2tf( D 1.L-) .. . '" 3 4/ ~ 6:::- Z,L/.t(S'+!{...):- 2'''I(B~12)' st:.J .:$ (z .,~ovJ( I~'~) : VJ1NO General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CONCRETE TEST REPORT Brernerton 1112587 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 04-02-92 INSPECTOR LOCATION OF CONCRETE PLACEMENT MAIN ENTRY WAY SIDEWALK REPORT NO. NO. 37 B-7819 RICK MCCRACKEN LOCA TION SAMPLED SAME AS ABOVE NO. YARDS PLACED MIX DATA: CEMENT 5~ ADMIXTURES 8 TRUCK SAMPLED K-9 TIME SAMPLED 9: 13 A.M. SLUMP 5-'1" REQUIRED SLUMP SK. TYPE POZZ AEA AIR CONTENT 4" REQUIRED AIR I/ll MAX. SIZE AGGREGATE AMOUNT 7/8" 8 OZ/CWT 4 OZ/YD CONCRETE TEMP. 640 AIR TEMP. 4') _ ')')0 6.5% 5 + ]~% WEATHER CLEAR AND SUNNY REQUIRED [ 28 DAY STRENGTH 4000 I PSI COMPRESSIVE STRENGTH TEST RESULTS CYL.. NO. 37 37 37 LAB. NO. A B C DA TE TESTED AGE UNIT LOAD P.S.1. 04-09-92 7 3400 04-30-92 28 4170' 04-30-92 28 C3930 ' CERTIFIED BY: . MAY 0 4 1992 General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CONCRETE TEST REPORT BREMERTON 1112587 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL DISTRICT #7 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 04-01-92 INSPECTOR PENN SEELY LOCATION OF CONCRETE PLACEMENT MAIN ENTRANCE SIDEWALK. SIDEWALK SECTION NORTH SIDE OF BUS LOOP. DUMPSTER/CHILLER FOOTING REPORT NO. NO. 36 B-7819 LOCATION SAMPLED ENTRANCE SIDEWALK NO. YARDS PLACED 9 OF 20+ TRUCK SAMPLED MIX DATA: K-3 TIME SAMPLED 9: 10 A.M. CEMENT 5-'1 ADMIXTURES SK. TYPE Tin MAX. SIZE AGGREGATE 7/8" AMOUNT H oz/r.w1' POZZ AE 5 :t 1.5% AIR TEMP. CONCRETE TEMP. 65 - 700 6. oz/vn 620 SLU M P 5 3/4" REQUIRED SLUMP WEATHER SUNNY 5" AIR CONTENT REQUIRED AIR '12 REQUIRED -'- 28-' DAY STRENGTH 40(5) PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. . 36 A 04-08-92 7 4890 36 .., B 04-29-92 28 5740' 36 C 04-29-92 28 59601 35 D 04-29-92 28 5980 ..vIA)" 0 .i~~1;;~::::~:DT::T1NG LABORATORIES 12- ~. .... .s~ ~ _ ...... ........1 J::BMAN~GE~'};; .._-~~~ ({'~~-~:~~~f~;~~~~~~~1~~~i~~;~\1Iif~?i~~~~~;~ift,__ ....-. --.- ---.-" ,.- . '::; . Project Name: BREMER TON ELEMENATRY SCHOOL #7 . Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The '!Sang Partnership - 1 copy 748 Market Street Thcoma, WA. 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Thcoma, WA 98402 ATTN: Mr. Jim Collins [fu LS G ~ u'U f5[]) APR 29 1992 BREMCRTOI\i BUILDING DEPARTMENT / General Testing Laboratories, Inc. 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 · (206) n9-9196. 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MORTAR TEST REPORT PERMIT 1112587 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSTON MASONRY DATE MORTAR SAMPLED 03-25-92 SAMPLED BY STEVE ABERNATHY LOCATION SAMPLED EAST WALL PHASE 4 LTNE E TO G ON 3 11TH TO 14TH COURSES WEATHER SUNNY AIR TEMP. RANGE 55 - 600 REPORT NO. 4 NO. B-7819 MIX DATA: TYPE OF MORTAR TYPE S STRENGTH CEMENT I SK TYPE Illl BRAND PREMIX SAND 22 SHOVELS LIME -'2 SK ADDITIVES 3 LBS COLOR REQUIRED 28 DAY STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS " NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI 4 A 2"X4" 04-01-92 7 (/1720 ~ 4 B 2 "X4 " 04-22-92 28 ) 2450 4 C 2 "X4 " 04-22-92 28 / 2440 , \ J ~ / CERTIFIED BY: GENERAL TESTING LABORATORIES ~ \~ . ') LAB MANAGER ~PR 2 8 ,f/tl .._---- "'-~ . . . - - - - .. -~... <.. . - ----------- -. ,-.-.--....-....-. ,,- ~- . h~._ ,,"__ ~~_. .~. . - ~ - - . .. -- . ,.-. .'- -.--- '---"--- .-- - Y." _. ........~ ... , ."---_..~.- --' , ._----_.~-_... ~-- ....-- ',,;,;"-'---:'~" ---"--,,~._-~.. - .-- , , BREMERTON ELEMENATRY SCHOOL #7' " Bremerton School District - Original + 7 day concrete, C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The 'ISang Partnership - 1 copy 748 Market Street lacoma, VVA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue ~ lacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 AT'fN: Janet Lunceford " Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins D" <q(s, 6' '" ~ <)' /'... " ~-? ./ (/ V ;;,,~._--- ~~ "'<;0,",",'" ", >~ ~ ~.z.,r.v'" "< :~> . ,.c'i- "~<~ "(;,~ " "4,f/ ~~1'/ ~,..- General Testing Laboratories, Inc. 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 · (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 KITCO If 12587 MORTAR TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSTON MASONRY DATE MORTAR SAMPLED 03-16-92 SAMPLED BY STEVE ABERNATHY LOCATION SAMPLED NW WALL OF RESOURSE ROOM PHASE 3 2ND TO 5TH COURSE WEATHER OVERCAST AIR TEMP. RANGE 50-550 REPORT NO. NO. 3 B-7819 MIX DATA: TYPE OF MORTAR TYPE S CEMENT 1 SK. SAND 22 SHOVEL LIME ~ SK. ADDITIVES 311 COLORING TYPE I/U STRENGTH BRAND PRE-MIX REQUIRED 28 DAY STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI 3 A 2X4 03-23-92 7 1270 3 B 2X4 04-13-92 28 1880 3 C 2X4 04-13-92 28 1860 CERTIFIED BY: GENERAL TESTING LABORATORIES y~~~ \ LAB MANAGER ~.. _. APR.1 6 1992 . . - -- - . . -'~-"-- ,.., ~~~. . . . General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. 04-13-92 B-7819 PROJECT Bremerton Elementary School 117 LOCATION Bremerton. Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 48 "at 8:30 AM Overcast "at PM PRESENT /1i.T SITE Permit 1112587 Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District Bremerton. WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative. Jim Comnick. arrived on-site at 8:30 a.m. The inspector obtained a mortar sample to represent Wall Line A4 to B3. coarses 8 to 14. Three 2x4 cylinders were cast. Field Technician: Jim Comnick ", .'APR 1,6 1~ " fIELP,.~__B~, OltT:._~,:: li;t~~E:c~~{;,;:~;~t~;;\~~~~~"'}~.:;f;';f,tt',~';~~"f;' ~$c-'. siaNED'~c;~ '.. .~ ",,;:i.c;; .:. h/:'_'~""~'-< ..-,.;:e-'''"",''. -".:--,,~,."_.~. .">,..-' - - - - ~ &nnn^'U''r.In nU'... nT.'...n1' c-T.'T.'TU' - TAU 'LIAJ.: An"Dn General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company KITCO 12587 CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. 35 PROJ ECT ELEMENTARY SCHOOL 117 NO. B-78 19 CONTRACTOR RUSHFORTH CONCRETE SLJPPLlER KIT SAP READY MIX DATE CONCRETE SAMPLED 03-16-92 INSPECTOR STEVE ABERNATHY LOCATION OF CONCRETE PLACEMENT DRIVE APRON ALTERNATING SECTIONS LOCATION SAMPLED 4 SECTION FROM WEST END NO. YARDS PLACED 13 OF 30:t TRUCK SAMPLED 11/1108893 MIX DATA: TIME SAMPLED 9 :45 A.M. CEMENT 51, ADMIXTURES SK. TYPE POZZ AEA I MAX. SIZE AGGREGATE 3/4 AMOUNT 8 OZ/CWT 4 OZ/YD SLUMP 3 3/4 AIR CONTENT ri% CONCRETE TEMP. 580 REQUIRED SLUMP 'i" REQUIRED AIR 'i+l! AIR TEMP. c;c;o ) WEATHER OVF.Rr.A!';1' REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. 35 35 35 LAB. NO. A B C DATE TESTED 03-23-92 04-13-92 04-13-92 AGE 7 -- 28 28 UNIT LOAD P.S.1. 4140 4950 5130 CERTIFIED BY: . :~~. GENERAL TESTING LABORATORIES. .~_ J~~:.~-.~,.. . . LAB MANAGER . .'~~C"i~~~t~~~i~1~~i~7~~3~~:~~li$~T~tr~~1!;,";,;~:;,~:~~r~:~~~~~lf~:'... C' H :~~;~.:'o~~t~:~:8';;~'~K'~~~0i,.:.:'~.':...~-,~,::',~.'t0~!Jj1.:'1;{~~,~,;~.~::~fi~;:~:<.,,' ' p -~p 'H' " . -".-.. - >.;~::':':: :- -' -' ':'"'~::'. REPoRT DISTRmUTIQN L~S~~L~:-::'." -. ." ..' , ":c-:=- ,~:::-~. "::-,. .' Project Name: BREMERTON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATIN: Mr. David Werner The '!Sang Partnership - 1 copy 748 Market Street 1acoma, WA 98402 ATIN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East ' Thcoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATIN: Janet Lunceford Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 1acoma, WA 98402 ATIN: Mr. Jim Collins " [ffJ ;;, Cd ~ 0 !J ii@ , APR 14 1992 BUILD/~~EMERTON ,', DEPARTMENT General Testing Laboratories, Inc. 18970 3rd Avenue Nt P.O. Box 1586. Poulshll, Washin~ron 98370 The HART Company CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY - MIX DATE CONCRETE SAMPLED 03-12-92 INSPECTOR PENN SEELY LOCATION OF CONCRETE PLACEMENT DRIVE APRON AT THE NORTH END AND COVERED PLAY AREA REPORT NO. NO. 33 B-7819 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT 'i1 ADMIXTURES NORTH SECTION OF DRIVE APRON I I OF 30 TRUCK SAMPLED K-15 1108827 TIME SAMPLED 8:35 A.M. MAX. SIZE AGGREGATE 7/8 AMOUNT 8 OZ/CWT 4 OZ/YD CONCRETE TEMP. 560 AIR TEMP. 470 SLUMP 'i" REQUIRED SLUMP SK. TYPE POZZ AE AIR CONTENT ')" AMX REQUIRED AIR I WEATHER FO~~Y r.T.F.ARTN~ TO ~mNNY REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 33 A 03- I 9-92 7 NON VALID TEST 33 B 04-09-92 28 6390 33 C 04-09-92 28 6410 33 D 03- 19-92 7 3740 CERTIFIED BY: LS~ -- ".. --...."".. \ APR 1 3 1992 . GENERAL TESTING LABORATORIES . - . - .--,.--- LAB MANAGER General Testing Laboratories, Inc. 18970 3rd Avenue NE, P,O. Box 1586, Poulsho, Washin.!.!wn 98370 The HART Company CONCRETE TEST REPORT Kitsap County 1112587 CLIENT BREMERTON SCHOOL DISTRICT REPORT NO. 34 PROJECT ELEMENTARY SCHOOL 117 NO. B-7819 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 03-13-92 INSPECTOR RICK HCCRACKEN LOCATION OF CONC~ETE PLACEMENT NW END OF BUILDING, 7 SIDEWALK SECTIONS' OF DRIVE APRON, GYM ENTRANCE DOORWAY SLAB, 6 REMAINING SECTIONS IN COVERED PLAY AREA, PARKING LOT STEPS LOCATION SAMPLED 4TH AND 6TH SECTIONS FROM NE SIDE OF DRIVE APRON NO. YARDS PLACED 17 OF 40 MIX DATA: TRUCK SAMPLED K-I 1 TIME SAMPLED q'IO A M CEMENT 51 ADMIXTURES SK. TYPE IIII POZZOLITH AEA AIR CONTENT hI':!: REQUIRED AIR 5:t ]~% MAX. SIZE AGGREGATE 7/8" AMOUNT 8 07jCWT 4 OZ/YD CONCRETE TEMP. 580 AIR TEMP. ')0_')')0 SLUMP 6" REQUIRED SLUMP 4" WEATHER CLEAR AND SUNNY REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 34 A 03-20-92 7 3590 . 34 B 04-10-92 28 43]0 34 C 04- ] 0-92 28 4320 no ..~ ..... GENERAL TESTING LABORATORIES ~~... . .:....- --- '. . -- AP R 1 3 1992 .' CERTIFIED BY: '~{':".~,-.,"-__i: -- -" . -- -- . LAB MANAGER .. -. ---"--,,'.~ -~.~----"-- *-. ,.~- -.. ~ .- ... ." -. , _.---- ---.----.--*-~~--~-..-- ,-"- , . ,~. ;;:>;!::_~';". /.~ ". _~_~_'~.______H _-:'. _ ..:;';.:~~'.'::;'_ ~:.':-::'__ __*H.. _ -~--- :2t.:~~~~-'-~~~~S'}:; ,,: "_,~ ~(:"_~:: ~'. :;..~;',.':;'~~'~ ~- -':'" _~ .." , _' _ ,_ - -----.---'---'- . ;_':' ,,_, _ .:.~_._...:..._.~__....;.,.:_.';i):..,;:;'.';";"": r' ..... - ~- -. - ~ . ~~--7:~~~~,-..:.-~:~-~~:_~t:~:~f.(~.~:::. ': ~ ': _..~- - . .'. , ..~U..~, _, :': :::::":..:::-,""::-'--.'"C', _, ._. ,~. "~-~t ~. I _,_:__~~~?, Jc-::,--c'; . . .!._.:.:.::._~. : -,~.: . :!~::..-~:_--. _ ,~-~_._-~~~. -'.,<-. -. , ~-- REPORT DISTRIBUTION LIST-' Project Nanie: BREMERTON ELEMENATRY SCHOOL #7 ' Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins The lSang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford fD'.-. l11J is G [ii !J fj ;; /JPR 13 @ 1992 f), BRr-nV!~ DY II D. '-I J, IT'! f) . J~c f)'. ,Jv ..,~ f',{J.R"nn , 1/lIE tl/7 General Testing Laboratories, Inc. 18970 'rei Avenue NE, P.O. BllX 1586, Pllulshll. Washington 98370 The HART Company CONCRETE TEST REPORT CLIENT BREIERTON SCHOOL DISTRICT PROJECT ELEHENTARI SCHOOL If7 REPORT NO. 32 NO. B-7819 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER FRED HILL MATERIALS DATE CONCRETE SAMPLED 03-09-92 INSPECTOR JOHN HART 3 CORRIDORS PHASE 3. 1 CORRIDOR PHASE 4 LOCATION OF CONCRETE PLACEMENT INTERIOR SLABS LOCATION SAMPLED PHASE 3 CORRIDOR NO. YARDS PLACED 10 TRUCK SAMPLED TIME SAMPLED 8 :45 A.M. MIX DATA: CEMENT 5.5 ADMIXTURES SK. TYPE POZZOLITH I/n MAX. SIZE AGGREGATE _ 7 /8" AMOUNT 8 ozl 100 II CI1T SLUMP 3 3/4" REQUIRED SLUMP 1-'l" AIR CONTENT NOT REQUIRED CONCRETE TEMP. 540 REQUIRED AIR NOT RRQITTRED AIR TEMP. 'lOo WEATHER CLEAR COOT. AT R.OO A.M. REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. 32 32 32 LAB. NO. A B C DATE TESTED 03-16-92 04-06-92 04-06-92 AGE 7 28 28 UNIT LOAD P.S.1. 5150 6180 6200 CERTIFIED BY: GENERAL TESTING LABORATORIES ~.~ . . ." ._.. - \ APR 0 ~ 1002 LAB MANAGER 300 North Montgomery DATE JOB NO. 04-06-92 B-7819 PROJECT Bremerton Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth BSD WEATHER TEMP. 45 "at 9 : 30 AM Overcast Oat PM PRESENT AT SITE Bremerton Permit #12587 General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District Bremerton, WA 98312 ATTN: Mr David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Jim Comnick, arrived on-site at 9:20 a.m. The technician inspected a mortar placement at the east elevation, Phase 3. Three mortar samples were cast to represent courses 35 and 36. Field Technician: Jim Comnick APR 0 9 1992 . ,". .. --h/:,;;:i:.._ .' ~ FI~E~PORT . '. ......-...... .;..n...: .': .. - SIGNED~'-~~"~~. ". ~"'. -;===.-::::-~__ ___ __...__ ...__....... . ,".:\.r J. "'~T"Il c . COPIES 10 A General Testing Laboratories, Inc. 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 . (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MORTAR TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL NO. II GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSON MASONRY DATE MORTAR SAMPLED 03-09-92 REPORT NO. 2 NO. B-7819 SAMPLED BY JOHN HART LOCATION SAMPLED MAIN ENTRANCE VENEER BRICK CONST. WEATHER CLEAR/SUNNY AIR TEMP. RANGE 540 MIX DATA: TYPE OF MORTAR TYPE S CEMENT I SACK SAND 22 SHOVELS LIME 1/3 SACK ADDITIVES 311 COLOR STRENGTH 1800 TYPE I/ll BRAND PREMIX REQUIRED 28 DAY STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI 2 A 2X4 03-16-92 7 2020 2 B 2X4 04-06-92 28 3250 2 C 2X4 04-06-92 28 2900 CERTIFIED BY: ~S),~~ . / LAB MANAGER GENERAL TESTING LABORATORIES APR 0 9 1992 l. ~,. ~. ._ ., REPoRT D~~i~~~~!i~i~r.~;.-- - -,' _-,.... - 7. ~,,;.., Project Name: BREMERTON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, VVA 98312 ATTN: Mr. David VVerner The lSang Partnership - 1 copy 748 Market Street Tacoma, VVA 98402 ATTN: Mr. Randy Robbins Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, VVA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, VVA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, VVA 98310 AT:fN: Janet Lunceford a.- IS l"""","! 0tsCfJrs /lPR · 7 iff} 1992 '" t::',Or-ft".. I'~"II () . n, I'r(} "'VI". ;'.N , !)n, j /1"t- . I MEN, r'~ ~\~~ . General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. 03-31-92 B-7819 PROJECT Bremerton Elementary School 117 LOCATION Bremerton, Washin~ton CONTRACTOR OWNER Rushforth WEATHER TEMP. 50 "at 10:00AM Overcast Oat PM PRESENT AT SITE Bremerton Permit 1112587 Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative. Jim Comnick. arrived on-site at 10:00 a.m. to perform a masonry inspection. The masons were laying block on wall line G6 to 7. A sample was taken representing courses 25 to 27. Three 2"x4" specimens were cast for compression testing. Field Technician: Jim Comnick A:,~,O-~1~92 .. FIELD REPORT, ~ J+',;0~.~:~~r .;.. '~c._,'~. '. .... ,>'-'$'" . . .', ....a.J.,.L___. SIGNED ., A . '.n. .' ....,,-;....~.,.<'_..*:_.....;.. - -=------'~ "-~~ -, ~:c ~t:~,~E'~~,4~tj1.'~2:(l~~,~~;~~ l;p~~v~n RV' - PIn-m c: 1?lU .v TAR M A ~1?11-_:"~':- COPIES 10 General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 North Montgomery DATE JOB NO, 04-01-92 B-7819 PROJECT Elementary School 117 LOCATION Carr Blvd. Bremerton, Washington CONTRACTOR OWNER Rushforth B.S.D WEATHER TEMP. 65-70 "at 10: 30 AM Sunny "at PM PRESENT AT SITE Bremerton Permit 1112587 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District Bremerton, WA 983]2 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Penn Seely, arrived on-site at 8:30 a.m. for a scheduled concrete placement. The areas for placement on this date were: Main entrance sidewalk, west section, north side bus loop sidewalk, car barrier bol1ards at north entrance and the footing for the dumpster/chiller wall. At the time the inspector left the iobsite, the iron workers were in the process of placing the vertical dowels for the dum?ster wall footing. A concrete sample was obtained during the placement of the main entrance sidewalk. The slump was 5 3/4"- the finisher had added water to the load. Four cylinders were cast. The batch ticket listed 4 02. air entrairttIEnt=. tested at 1.5%. Three mortar samples cast on 03-31-92 were picked up. Field Technician: Penn Seely ,:..i. ::, .:...-~-:; .:_. >...~ ..>~,; '.::'< . FIELD REPORT ~.:. ..' ....... J.~..~~....:..:.:.:. . . .. . . ,'. .c/', _' . ' ." ' ..' ':"~"""':'. " SIGNED ....~ . :: . APPROVED BY:' ." PENN' SEELY ,"LAB . MAN4GER ,'.. COPIES TO APR 0 6 1992 c. --.:~~;:. ~~,~.',:/,"~&~;~(';~~~,,},:~;:~~;;. j.,::.... ',~ . !- - - --,,..' ..~" --------------- 300 North Montgomery DATE JOB NO. 04-02-92 B-7819 PROJECT Bremerton Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth Constr. WEATHER TEMP. 45-55 "at 8:00 AM Clear and Sunny "at PM PRESENT AT SITE Bremerton Permit 1112587 General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District Bremerton, WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative. Richard McCracken. arrived on-site at 8:00 a.m. for a concrete placement inspection. The contractor placed approximately 8 yds of a S1 sk, 4000 psi ~on~rete mlX ~n the sidewalk area of the ma~n entryway. The inspector cast 3 test cylinders to represent this placement. Truck and test information is as follows: lnv. It - 9 180 Delivered by - Kitsap Ready Mix Truck - K-9 Truck Arrival - 8:25 a.m. Slump - 5i" Time Discharge - 9:05 a.m. Air Content - 6.5% Time Deliverv Complete - 9:40 a.m. Concrete Temp - 640 Method of Consolidation - Rodding using a 2x4 H20 Added - 10 Gallons BATCH WEIGHTS Sample Time - 9:13 a.m. 1950 lbs of 7/8" Coarse Agg 1nO lhs of Finf> Aee '117 lhs nf r.pmpnr Yards Placed - 8 Pn77 ~ o7/r.tJT AEA 4oz/yd Compressive strength test results will follow 28 days from this date. Field Technician: Richard McCracken ..u~ O~_l"~S~N:~~ ~!~ltT '.'n.,,,,-.-,-c,;:.c.,,,:~L~:m .."',,' ; "'. ~ n....mn..un 1>V. . n.,~n..l . C!1;01H V 'T A"R ~A N A: c.Ji. II .. COPIES TO :. .~~~ .~~"'~. Project Name: REPORT DISTRmUTION LIST BREMER TON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street lacoma, WA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 lacoma, WA 98402 ATTN: Mr. Jim Collins fD': - -. .-, 0 t" '1 ,...... ;m l.11J IS b t5 \1 Ls tfu MAR 3 0 1992 '~!) ,-- '0j' ~':., T'; !\l BWo,&J;vG elf "';i1' iliJUVl General Testing .Laboratories, Inc. 18970 3rd Avenue NE, P.o. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CONCRETE TEST REPORT BREMERTON 1112587 CLIENT BREMERTON SCHOOL DISTRICT PROJECT BREMERTON ELEMENTARY SCHOOL CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 02-27-92 LOCATION OF CONCRETE PLACEMENT REPORT NO. 30 NO. B-7819 INSPECTOR RICK MCCRACKEN 2ND FLOOR SLAB - NORTH HALF LOCATION SAMPLED NORTH SECTION - MIDDLE NO. YARDS PLACED MIX DATA: CEMENT 6 SK. TYPE T /TT ADMIXTURES POZZ 17 OF 2'5 TRUCK SAMPLED K-q TIME SAMPLED 10:30 MAX. SIZE AGGREGATE 1/R" AMOUNT 6 oz. / 100 wt. AIR CONTENT REQUIRED AIR CONCRETE TEMP. 600 SLUMP 5" REQUIRED SLUMP 4" WEATHER CLEAR & SUNNY AIR TEMP. 50 - 550 REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. 30 30 30 LAB. NO. A B C DATE TESTED 03-05-92 03-26-92 03-26-92 AGE 7 28 28 UNIT LOAD P.S.1. 4500 5060 5020 CERTIFIED BY: GENERAL TESTING LABORATORIES 7~~A~ . ... '\ LAB MANAGER .. '.0.: . MAR 2 7 1992 .- ..-..--...---".--- General Testing Laboratories, Inc. 18970 3m Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 300 North Montgomery DATE JOB NO. 03-25-92 B-78]9 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. "at AM Sunny Oat PM PRESENT AT SITE Kitsap Permit 11]2587 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District Bremerton, WA 983]2 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Steve Abernathy, arrived on-site at ]0:30 to inspect mortar placed in the lIth to the ]4th course at line 3 from line E to line G at the 4th phase. The inspector cast 3 mortar samples for compressive strength testing. All work observed was performed in accordance with plans and specifications. Field Technician: Steve Abernathy MAR 2 7 1992 SIGN:I~~j~T _____ ____ __ . _ . _ ... u. 1__ COPIES TO . c. .: " ;.::> ~::.:'~.. .;-1,;F'~:;:~(~- :~~'\-<~ - ': ;"~" ~~~_~:i;;;; /}'f/!~~~,/- ..5;~ .~ '_ ' "'; '~":~/::j?};~.t;:~~:;~;{;ri~{ ~~~;'7~~i'~~~~~~{~:!i~~:J/ .:<. :i~;,'::::'" . + " ,', --. --~=; REPORT DISTRiBUTION LIST . .. Project Name: . BREMERTONELEMENATRYSCHOOLn Bremerton School District - Original + 7 day concrete C/O Beery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins The lSang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East lacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford /d' ., . </lJ <s .", (; '" ~~ <s ;; .. '17ft V!' 'f~ ~ (/ .'''. b~ &f- .S- ~ (<:.(g; /.;) ~"', UA" r9~. // 'Y~ ''7<,+' " tl('A /(/111 ~1>;; ~('/jI ') , General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 DATE JOB NO. 03-26-92 PROJECT B-7819 300 North Montgomery Bremerton CONTRACTOR Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 TO Bremerton School District 55 "at 9: OOAM Oat PM t PRESENT AT SITE Bremerton. WA 98312 ATTN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Steve Abernathy, arrived on-site at 8:30 a.m. for a scheduled concrete placement inspection ~n the Drive Apron in alternating panel slabs. and to perform a morta.r inspection in the brick veneer on the northwest wall of the Resource Room in Phase 3 from the 2nd to the 5tfi .~- course. The concrete was on-site at teh time of the inspector's arrival and placement had just begun. The concrete was placed using the truck chtlte and consolidated with hand tools. The inspector sampled the concrete at Q'4, a.m. with 14 of approximately 30 yards placed. The inspector cast three test rylinders forrompressinn testing. Mix data: Truck /I - 1 1 Tirket /} - ORRQ1 Slump - 3 3/4" Air Content - 6% Air Temp. - 550 Mix Temp. 680 The concret? was supplied hy Kitsap Ready Mix and was a '11 sk 4000 pSl mix with ;:li,- ;:lnr! water rf:>chlrer. Placement was halted at 10:00 and was planned to be resumed at 12:30 p.m. to allow the concrete that had been placed to set so that some sections could be stripped to ,..."nl~C'l 'Tr"\ MAR 24 \992 -FIELD REPORT-~. I /General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 TO Bremerton School District DATE JOB NO. 03-16-92 B-7819 PROJECT Elementary School 117 LOCATION CONTRACTOR OWNER WEI\I"HER TEMP. "at AM Oat PM PRESENT AT SITE page 2 Poulsbo (206) 779.9196 · Tacoma (206) 272-6880 THE FOllOWING WAS NOTED: allow concrete to be placed next to it. The inspector observed that the morter was mixed on-site by the Masonary contractor, Johnston Masonry. Morter Mix Data: 1800 psi Type S Mortar sk. Cement 1 sk Lime 22 Shovels of Sand 1 lhs. of Rpd Coloring All work ohs~rved on this date was performed ~n accordance with plans and sppc-ifiC'::!tions. Field Technician: Steve Abernathy 'r_::_.: , . ,. MAR: 41992 .....FIEW REPORT '. ..;'....,>.;6':.:..SIGNED '..,:;:;V~.~ '. .' COPIES 10 "; ~::;: :':~.-; ..,':T' ".".r I . . ; . .~ ..., ~- . . . . REPORT DISTRIBUTiON LIST ,.,~:_,u,"__~~,~:__ BREMER TON ELEMENATRY SCHOOL #7 Project Name: Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 AITN: Mr. David Werner Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 AITN: Mr. Jim Collins The '!Sang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 AITN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 AITN: Janet Lunceford fD' .- ,~ :-, lfijlS 0 ~ 0 r,7 r-- _.~ li' Lc i ! Iii MAR 1 9 1992 <...-1 FPUl/fR " Rdl'~ ^ _ ... I" ., 1" ~"'!w, 8ft:)4 ".. r/JIM;'IlfI..,ij!) \: V) ~ ~ r~ '.;> ~ ~ '\) 1 ( ~ .,,~ ~ ~I~~ ~ General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. 03-13-92 B-7819 PROJECT Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER Rushforth Constr. WEATHER TEMP.50-55 "at 7:45 AM Clear/Sunny Oat PM PRESENT AT SITE Bremerton Permit 1112587 Poulsbo (206) 779-9196 · Tacoma (206) 272-6880 TO Bremerton School District Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative, Richard McCracken, arrived on-site at 8:20 a.m. for a concrete placement inspection. The contractor~laced approximately 40 yards of a 51 sk. 4000 ps~ concrete mix at the NW end of Buildign 7 sidewalk section of Drive apron. Gym Entrance Doorway slab. s~x re~a~n~ng sections of the covered play area, and the parking lot steps. The inspector cast one set of (1) test cylinders to represent this pl~~ement. Truck and test informa~ton is as Cfol]ows' ~on~rptp opl;vpreo hy K;ts~p Rp~oy M;x. Truck 1/ - K-II Truck arrival - 9:00 a.m. Slump - 6" Time Discharged - 9:03 a.m. Air Content - 6.1% Time Delivery completed 9:25 a.m. Temperature - 5Ro Method of Placement - Pump Truck & Chute Tnvo;rp 1/ - ORR71 Method of Consolidation - Rodding by 2x4 y~rn~ - 17 of ~n H?n Ann~n - 5 Gallon~ Sample Time - 9: 10 a.m. Batch Weights No copy of approved m~x design available at job; site. 1950 lbs. Course Agg 7/8" 1270 lbs. Fine Agg. 517 lbs. Cement 8 oz/CWT Pozzolith 4 ozs. AEA/yard Field Technician: Richard McCracken ~~~~:1O MAR 1 8 1992 FIELD R~RT . - .. .- .. . '. -. SIGNED .' ~~/- .>.-_;~,,". General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. 03-))-92 B-7819 PROJECT Bremerton Elementary School 117 LOCATION Bremerton, Washington CONTRACTOR OWNER WEATHER TEMP. "at AM Sunny Oat PM PRESENT AT SITE Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District Bremerton, WA 98312 ATN: Mr. David Werner THE FOllOWING WAS NOTED: General Testing Laboratories representative, Pat Fenderson, arrived on-site at 7:30 a.m. for a scheduled inspection of an 8:00 a.m. concrete placement. The supervisor informed the inspector that the placement had been canceled, and that he had neglected to inform General Testing. Field Technician: Pat Fenderson MAR 1 8 1992 FI~D~EPORT. ~. .,.. i;.:,,'.:.~r; :'.~' .:.,~:,,;:-. ~1~NFn .... ~.. ~ ".;: COPIES 10 General Testing Laboratories, Inc. 18970 3rd Ave. N.E.. P.O. Box 1586 Poulsbo. Washington 98370 540 East 15th The HART Compeny Tacoma. Washington 98421 300 North Montgomery DATE JOB NO. 03-12-92 B-7819 PROJECT Elementary School 117 LOCATION Carr Blvd. Bremerton, Washington CONTRACTOR OWNER Rushforth WEATHER TEMP. 47 "at 8:30 AM Fog Oat PM PRESENT AT SITE Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 TO Bremerton School District Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratory representative, Penn Seely, arrived on-site at 8:25 a.m. for a scheduled 8:30 a.m. concrete placement. Custom Concrete Pumping was at the site and set up. Kitsap Ready Mix Truck #K15 was on-site also. Placement of the drive apron at the north end began at 8:30. The inspector obtained a sample at 8:35 and cast four cYlingers for compression testing. The slump was 5". The concrete mix placed was 5~ sack. 7/8 aggregate. Pozz. WRA 8 oz./100 wt.. and 4 oz. air entrainment per yard. Approximately 30 yards were placed. Field Technicain: Penn Seely COPIES TO MAR 1 8 tggz s:~!I~~~r.... ''-''-'rl I "',,,..;;:'..., _"#,' ,:'~', -C,:,_ .,,-- .. - __',.~,'~ U"', ~n'-~'~ .... ; " .~#;:>" .~ :;"'~~-,! ;;':~i \,:,~;~r2~~i~t~- ~ ......~..-.~..- - - . - .- -"--. -.. Project Name: REPORT DISTRmUTION LIST BREMER TON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The 1Sang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATTN: Mr. Randy Robbins RushCorth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department oC Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet LunceCord Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 ATTN: Mr. Jim Collins lfu l5 G ~ n \H~ lID APR - 2 1992 \--- ~ '. i'..: D!~~ "~ .H f- j,'r<: ,\1\. f\!: General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CONCRETE TEST REPORT CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL If7 CONTRACTOR RUSHFORTH CONSTRUCTION CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 02-28-92 REPORT NO. 3 I NO. B-7819 INSPECTOR STEVE ABERNATHY LOCA TION OF CONCRETE PLACEMENT 2ND FLOOR SOUTH END LOCATION SAMPLED SAM!': NO. YARDS PLACED MIX DATA: 2 TRUCK SAMPLED I 1108212 TIME SAMPLED 8:40 CEMENT n SK. TYPE T /TT . MAX. SIZE AGGREGATE 3/8 ADMIXTURES P07.7. 1?? AMOUNT 6 oz/ 100 wt. CONCRETE TEMP. AIR TEMP. 550 SLUMP 71,; REQUIRED SLUMP WEATHER HAZY 9" MAX AIR CONTENT REQUIRED AIR 500 REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 31 A 03-06-92 7 4250 31 B 03-27-92 28 5530 31 C 03-27-92 28 5550 CERTIFIED BY: GENERAL TESTING LABORATORIES ~S~~ LAB MANAGER APR 0 1 1992 --_._-,~ --~---~... A General Testing Laboratories, Inc. 18970 3rd Avenue Northeast · P.O. Box 1586 · Poulsbo, Washington 98370 · (206) 779-9196 540 East 15th, Tacoma, Washington 98421 · (206) 272-6880 MORTAR TEST REPORT CLIENT BREMERTON SHCOOL DISTRICT PROJECT ELEMENTARY SCHOL 117 GENERAL CONTRACTOR RUSHFORTH CONSTRUCTION MASONRY CONTRACTOR JOHNSTON MASONRY DATE MORTAR SAMPLED 03-02-92 SAMPLED BY STEVE ABERNATHY LOCATION SAMPLED E. SIDE OF PHASEJ,J NORTH WALL OF MUSIC ROOM 18TH COURSE WEATHER SUNNY AIR TEMP. RANGE 480 REPORT NO. NO. B-7819 MIX DATA: TYPE OF MORTAR TYPE S CEMENT I SK SAND 22 SHOVEL LIME H/3 SK ADDITIVES 3/t OF COLOR STRENGTH 1800 TYPE I/ll BRAND PRE-MIX REQUIRED 28 DAY STRENGTH 1800 PSI COMPRESSIVE STRENGTH TEST RESULTS NO. LAB NO. SIZE DATE TESTED AGE UNIT LOAD PSI A 2X4 03-09-92 7 1850 B 2X4 03-30-92 28 2960 C 2X4 03-30-92 28 2830 . CERTIFIED BY: GENERAL TESTING LABORATORIES ~\~ ) LAB MANAGER APR 0 1 1992 ) ,--~ ---.1--- ....- .-. Project Name: REPORT DISTRIBUTION LIST BREMERTON ELEMENATRY SCHOOL #7 Bremerton School pistrict - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The '!Sang Partnership - 1 copy 748 Market Street Thcoma, WA 98402 ATTN: Mr. Randy Robbins Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Thcoma, WA 98402 ATTN: Mr. Jim Collins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Thcoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford !k -... ,"'" , ,,-.., IS (J I~ fj!~ "'/if! 1'-"3 ~ II &;",0' ,'" , . 1992 /!!J Or ~j I '" f ;'1; f." ii!1 .;,,':';)!! General Testing Laboratories, Inc. 18970 3rd Ave. N.E., P.O. Box 1586 Poulsbo, Washington 98370 540 East 15th The HART Company Tacoma, Washington 98421 DATE PROJECT Brem r LOCATION Poulsbo (206) 779.9196 · Tacoma (206) 272.6880 B CONTRACTOR OWNER TO Bremeton School District WEATHER TEMP. 42 "at 8:00 AM Oat PM 300 North Montgomery Clear/Cool PRESENT AT SITE Bremerton, WA 98312 ATTN: Mr. David Werner THE FOLLOWING WAS NOTED: General Testing Laboratories representative. John Hart, arrived on-site at 8:00 a.m. to inspect t.he placement of 10 cubic yards of conCrf'te. The placement was scheduled for three corridor slabs in PhASP 1 And onp ~orr;dor ~l~h in Phase 4. Fred Hill -concrete truck no. 64 arrived at R'10 A .m Pl~~pmpnr hpg~n ~t 8'44 ~ m The concrete was transported by wheelbarrow to the interior corridor slab locations, and wire mesh was placed as reinforcement. The mesh was pulled up from the bottom as placement proceeded. Slump - 3 3/4" Sacks - 5.5 sks cmt Concrete Temp. - 540 Cylinders Cast - 3 The compressive strength reports for these samples will follow after the 28 day strengths are performed. Also, three mortar cylinders cast from the masonry work on the main entrance veneer being placed on this date. - l.81l5 1~ r;;: n ~l k iff) L!:!J MAR 13 1992 Rill' :.' .J: j!' \q Field Technician: John Hart COPIES TO MAH 1 2 1992 SIGN:IEk::~EPORT . __M'__ _U. ;,,;~. .""~ ,~ REPORT DISTRIBUTION LIST BREMERTONELEMENATRYSCHOOLn Project Name: Bremerton School District - Original + 7 day concrete C/O Beery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner The Tsang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East Tacoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Thcoma, WA 98402 ATTN: Mr. Jim Collins !iJ:~ !.I/J is G it IJ r: 7 /> AtttR ~ S 1/ IS/!)- i' 79!l') , li/l C (:Fl.)/...: i'i/~)"-A/ J FIELD REPORT PROJECT #: B-7819 GENERAL TESTING LABORATORIES. INC. 300 North Montgomery Bremerton, WA 98312 DATE February 27, 1992 PROJECT Elementary School #7 CITY/COUNTY Bremerton, Washington PB\MIT/GOVT. CONTRACT NO. Bremerton-12587 WEATHER CONDITIONSmMElTEMPERATURE Clear/Sunny 500 at 9:00 CONTRACTOR Rushforth Construction 18970 3rd Avenue NE. P.O. Box 1586 Poulsbo. Washington 98370 10307 Bridgeport Way SW Tacoma. Washington 98499 Poulsbo (206)779-9196 · Tacoma (206)272-6880 TO: Bremerton School District General Testing Laboratories representative, Rick McCracken, arrived on-site at 9:00 a.m. for a concrete placement inspection. . ~ontractor placed approximately 25 yards of a 6 sack, 4000 psi mix on the north half of the second floor slab area. The technician cast three cylinders to represent this placement. Truck and test information is as follows: Truck #: K-9; Invoice #: 8198; Slump: 5"; Air %: N/A; Temperature: 600; Water added: 20 gallons; Yards: 17 of 25; Time: 10:30 a.m. Batch Weights: 1900 Ibs. coarse aggregate - 3/8"; 1450 Ibs. [me aggregate; 564 Ibs. cement; 6 oz. of Pozzolith per 100 wt. .. Flel~lClan: R1Ck~CCracken 1992 Reviewed and approved bY:~~ _ ~ "\ Date Submitted: MAR 0 <I ~ FIELD REPORT PROJECT #: B-7819 GENERAL TESTING LABORATORIES, INC. 300 North Montgomery Bremerton, VVA 98312 DATE February 28, 1992 PROJECT Elementary School #7 CITY/COUNTY Bremerton, VVashington PERMIT/GOVT. CONTRACT NO. Bremerton-12587 WEATHER CONDITIONS/TIMElTfMPERATURE Hazy 500 at 8:30 CONTRACTOR Rushforth Construction 18970 3rd Avenue NE, P.O. Box 1586 Poulsbo, Washington 98370 10307 Bridgeport Way SW Tacoma, Washington 98499 Poulsbo (206)779-9196 · Tacoma (2061272-6880 TO: Bremerton School District General Testing Laboratories representative, Steve Abernathy, arrived on-site at 8:00 a.m. for a concrete placement inspection. The contractor placed the 6 sack, 4000 psi mix at second floor fire barrier slab. The mix was placed by pump. The concrete arrived at 8: 15 a.m. and the placement began at 8:30 a.m. The technician cast three samples at 8:40 a.m. Truck #: 1; Ticket #: 08212; Slump: 7 1/4"; Mix temperature: 550; Air temperature: 500; Supplier: Kitsap Ready Mix; Aggregate: 3/8" with water reducer. The slump was within the specification requirements. All work observed while the inspector was on-site, was found to be performed in accordance with the plans and specifications. 1992 Field T~cian: Steve Abernathy Date Submitted: MAR Q 4 Reviewed and approved by: ~2~ 1 Laboratory Manager FIELD REPORT PROJECT #: B-7819 GENERAL TESTING LABORATORIES. INC. 300 North Montgomery Bremerton, WA 98312 DATE March 2, 1992 PROJECT Elementary School #7 CITY/COUNTY Bremerton, Washington PERMIT/GOVT. CONTRACT NO. Bremerton-12587 WEATHER CONDITIONSmME/TEMPERATURE Sunny 460 at 9:00 CONTRACTOR Rushforth Construction 18970 3rd Avenue NE. P.O. Box 1586 Poulsbo. Washington 98370 10307 Bridgeport Way SW Tacoma. Washington 98499 Poulsbo (206)779-9196 * Tacoma (206)272-6880 TO: Bremerton School District General Testing Laboratories representative, Steve Abernathy, arrived on-site at 8:30 a.m. in order to per- form mortar sampling of the CMU veneer in the northeast wall of the music room. The technician cast three samples for compressive strength testing. The mortar was mixed on-site by the masonry contractor - Johnston Masonry. All work observed was performed according to the plans and specifications. Field Technician: Steve Abernathy Date Submitted: ~R 0 (1992 Reviewed and approved by: The HART Company General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.O. Box 1586, Poulsbo, Washing .98370 -.... 540 East 15th, Tacoma, Washington 98421 !,-.. ~JV . ~& rf8 2~ ~~; @ CONCRETE TEST REPOR6FILOIZ~f~;qro!V '-I, Pi}D1. - 'Til!Ir'\Jl REPORT NO. 29 CLIENT BREMERTON SCHOOL DISTRICT PROJECT ELEMENTARY SCHOOL 117 NO. B-7819 CONTRACTOR RUSHFORTH CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLED 01-16-92 INSPECTOR TIM ROGERS LOCATION OF CONCRETE PLACEMENT 2ND FLOOR COLUMNS AT GRID LINE: B.5-6.8, 3.8-4.2; E.8-F.2, 5.2-5.6 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT 6 ADMIXTURES GRID LINE E.8. 5.2 14 TRUCK SAMPLED 3/14 TIME SAMPLED II :00 SK. TYPE POZZ. MAX. SIZE AGGREGATE 7/P''' AMOUNT 1 0 ()7./ 100 lJT SLUMP 4" REQUIRED SLUMP 4" MAX WEATHER 550 AIR CONTENT -0- REQUIRED AIR -0- CONCRETE TEMP. AIR TEMP. 1150 COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 29 A 01-23-92 7 4700 29 B 02-13-92 28 6050 . 6140 29 C 02-13-92 28 29 D 02-13-92 28 6060 REQUIRED 28 DA Y STRENGTH 5000 PSI GENERAL TESTING LABORATORIES CERTIFIED BY: - .,--"'. .-.. - - ~ =.-'~' - .-- o ....~ !~.-'/~- / - . ~J?J _.' ""0 .,'. _ po. - .~. - -.-:-~_._~~~.~' .~- --.->~:--~:~~,-~-_~ ___.'- . . ~ -. - - - . - . -.. - - ...---- ..~_~_____.____ _ __ __~_ _.~ ....v LAB MANAGER .-:.. ; _",.:" - _~ - . - - .0 _._ .. ~~ _ __ :....:-..:-: - _', ..... '_"''';'~''''''_ _~._~. _.... ~-: ---~.-,._""";'. - .7':---::~.-;.'~~;r-~__m ~. =.~---~--~-~,._---- - -. . . - ~-~~:~~~~~==~-_~~~~'~~~-S~2~~if:j~~~1~~~[~~-,:j:',:~~...~~~~~ .' '-~-:-:7 :~.~"~"~ ~:c- ::; ~~~_ ~:~~-::: ._" :~,.~;-;~~X~f~i.~~~,~t3fi~~;;;t7~::;;:;~;':~~1!~~*I;{~<:~J): ::"'-:,-:- .::- ""-'-'.~' - - -..I - -. .. . - . - - Project Name: REPORT DISTRIBUTION LIST BREMERTON ELEMENATRY SCHOOL #7 Bremerton School District - Original + 7 day concrete C/O Heery Program Management 300 North Montgomery Bremerton, WA 98312 ATTN: Mr. David Werner Chalker Engineers - 1 copy 950 South Fawcett, Suite 301 Tacoma, WA 98402 ATIN: Mr. Jim Collins The Tsang Partnership - 1 copy 748 Market Street Tacoma, WA 98402 ATTN: Mr. Randy Robbins Rushforth Construction - 1 copy + 7 day concrete 1308 Alexander Avenue East 1Bcoma, WA 98424 City of Bremerton - 1 copy Department of Community Development 286 Fourth Street Bremerton, WA 98310 ATTN: Janet Lunceford co c r= o ". -en ", 2;;0 ..... C')rr"! '-AI o~ f-6 "';;0 c:..:l ~--i ;::00 - -l:C: <.0 s: CD ", N 2: .... f)__OJ ~ I l--~- ) C~J C::::-:7' C:-"l "--..I [[1] c:~ '- ., .'...... .", General Testing Laboratories, Inc. 18970 3rd Avenue NE, P.o. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company CONCRETE TEST REPORT PROJECT CONTRACTOR ELEMENTARY SCHOOL 117 RUSHFORTH REPORT NO. NO. 28 B-78]9 CLIENT BREMERTON SCHOOL DISTRICT CONCRETE SUPPLIER KITSAP READY MIX DATE CONCRETE SAMPLEDO ]-10-92' INSPECTOR TIM ROGERS LOCATION OF CONCRETE PLACEMENTCORRIDOR SLAB AT GRID LINES 6-6.], G .6-H LOCATION SAMPLED SAME NO. YARDS PLACED 9 MIX DATA: CEMENT 51 SK. TYPE ADMIXTURES POZZUTEC - 20 POZZ. SLUMP 41" AIR CONTENT N/A REQUIRED SLUMP 4" MAX REQUIRED AIR TRUCK SAMPLED 3/9 TIME SAMPLED 8:45 MAX. SIZE AGGREGATE 7/8" AMOUNT ]% 8 OZ/]OO WT CONCRETE TEMP. 580 AIR TEMP. 480 n/a WEATHER REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DATE TESTED AGE UNIT LOAD P.S.1. 28 a 0]-]7-92 7 4420 28 b 02-07-92 28 6]20 28 c 02-07-92 28 6]50 28 d 02-07-92 28 6]90 CERTIFIED BY: r:::1="'II::~AI TI=~TINr::: I ARn~ATn~ll=~ f:__ '1~ _ LAB MANAGER i General Testing Laboratories, Inc. 18970 3rd Avenue NE, Po. Box 1586, Poulsbo, Washington 98370 540 East 15th, Tacoma, Washington 98421 The HART Company PERMIT 1/12587 CONCRETE TEST REPORT CLIENT PROJECT CONTRACTOR CONCRETE SUPPLIER BREMERTON SCHOOL DISTRICT ELEMENTARY SCHOOL 1/7 REPORT NO. NO. 27 B-7819 FRED HILL MATERIALS DATE CONCRETE SAMPLED 01-09-92 INSPECTOR TIM ROGERS LOCATION OF CONCRETE PLACEMENT CORRIDOR SLABS AT GRID LINES: 5\-6. G-J LOCATION SAMPLED SAME NO. YARDS PLACED 13 MIX DATA: 51 CEMENT 2 TRUCK SAMPLED 1/11 TIME SAMPLED R'4'1 SK. TYPE POZZUTEC 20 MAX. SIZE AGGREGATE 7/8" AMOUNT 1% 8 OZ/IOO WI. ADMIXTURES POZZ. SLUMP REQUIRED SLUMP 2" AIR CONTENT N/A N/A CONCRETE TEMP. AIR TEMP. 450 540 4" MAX REQUIRED AIR WEATHER REQUIRED 28 DAY STRENGTH 4000 PSI COMPRESSIVE .STRENGTH TEST RESUl TS/ CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.1. 27 A 01-16-92 7 4740 27 B 02-06-92 28 6050 27 C 02-06-92 28 6010 27 D 02-06-92 28 6080 CERTIFIED BY: GENERAL TESTING LABORATORIES o . l~~~/ )~ . ~. LAB MANAGER o Memorandum o Letter of Transmittal o For approval o As requested o For your use o Rejected o Furnish as submitted o Revise and resubmit o Submit specified item o Furnish as requested HEERY o Heery Program Management, Inc. A Heery International Company 110-110th Avenue, N.E, Suite 705 Bellevue, WA 98004 Telephone (206) 454-9703, Fax (206) 454-5726 To: City of Bremerton Date: Department of Community Development January 17, 1991 Job No: 90576 Po. No: Attention: Dave Nel son 286 4th Street Bremerton, WA 98310 Re: Meetinq Minutes Please find attached copies of Minutes of the meeting for Bremerton School District #100, dated January 14, 1991, for your use, information and distribution to the other attendees. oorn@~nw~lID ..f"I\~! 1. 8 1991 BREMERTON BUILDING DEPARTMENT Item: o Attached 0 Under separate cover via If enclosures are not as noted kindly notify us at once. o Copy to: 90576 Signed J2~ d?~/X~4 #h ~ David Wern~r, Project Maiager " , MINUTES / BREMERTON SCHOOL DISTRICT #100 / NEW ELEMENTARY SCHOOL #7 / JANUARY 14, 1991 /3:00 P.M. / CITY OF BREMERTON BUILDING DEPARTMENT BASEMENT CONFERENCE ROOM ATTENDEES: Ralph Rohwer David Werner Jim Tsang Randy Robbins Bruce McLean Field Ryan Janet Lunceford Greg Finke Scott Rappleye David A Nelson Scott Erickson Dave Baker Jack Allingham Heery Program Management, Inc. Heery Program Management, Inc. Tsang Partnership, Inc. Tsang Partnership, Inc. Tsang Partnership, Inc. Bremerton School District City of BremertonjPermit Tech City of BremertonjFire Marshall City of BremertonjDeputy Fire Marshall City of BremertonjBldg Official City of BremertonjBldg Inspector City of BremertonjCity Engineer City of BremertonjPlanning INTRODUCTIONS Ralph Rohwer began the meeting by introducing the members of the Heery team and the Tsang architectural team after which the representatives introduced themselves. Mr Rohwer then pointed out that the purpose of the meeting was to introduce the project to the city and get any insight and direction they may be able to offer as to what the city would be looking for in the permitting process. FIRE DEPARTMENT ISSUES Greg Finke of the Fire Marshalls office indicated that the applicable code would be the 1988 Uniform Building Code as amended by the city to require sprinkling systems through the building if it exceeds 10,000 square feet. He also indicated that 24 hour offsite monitoring will be required. A single point of access for emergency vehicles will be sufficient and all weather access for emergency vehicles will be required all around the building. Mr. Finke indicated that given advanced notice, his department can perform fire flow tests of the existing fire hydrants. TRAFFIC RELATED ISSUES City Engineer David Baker indicated that access to the site from any of the adjacent streets would be sufficient as long as the entrance point is a minimum of one hundred feet from any other intersection. Mr Baker also pointed out that if busses were to access the site from Carr Boulevard, it would be necessary to determine that the existing pavement construction is sufficient for bus traffic. In the event that it is not, those sections of Carr Boulevard being subjected to bus traffic will need to be replaced with a city standard paving section at the school districts expense. HEERY . , -", STORM DRAINAGE RELATED ISSUES Appropriately engineered drainage control methods must be designed in to the project to insure that storm runoff from the fully developed site will not exceed the current runoff rates. It was also recommended that we check with the Department of Fisheries to determine if there may be additional requirements as would be identified in the SEP A check list. PARKING ISSUES Parking requirements for schools are clearly defined in the Bremerton zoning ordinance, a copy of which is available for a nominal fee. OTHER ISSUES It was pointed out that either the city or the district may be the lead agency in the SEP A checklist process. It was also noted that the SEP A checklist can be submitted prior to the permitting process. If the checklist was submitted in advance of the permitting, it would result in a quicker turnaround of our permit application. Subject to an approved SEP A checklist and approved rezoning it is likely that a grading permit could be approved in approximately one week. Approval of the full building permit will require about six weeks. It was noted that a community information meeting regarding the project will be held on January 17, 1991 at the Cascade Gas Company conference room at 7:00 p.m. The preceding Minutes are Heery Program Management's interpretation of the items discussed and decisions reached at the above referenced meeting. Any persons desiring to add to or otherwise change the Minutes are asked to put their comments in writing to Heery Program Management, Inc. not later than (January 29, 1991; otherwise the Minutes will stand as written. The preceding Minutes were prepared by David Werner, Project Manager. cc: Attendees 90576 a2 32801752 HEERY <I \ CODE REVIEW MEETINGfBREMERTON SCHOOL DISTRICT/NEW ELEMENTARY SCHOOLfMARCH 1, 1991/9:00 A.M./CITY OF BREMERTON OFFICES ATTENDEES: C\ \\::F TRAFFIC Field Ryan Walt Draper Donald Pratt Ron Rough Jan Stemkoski Dave Nelson Dave Baker Greg Finke Randy Robbins Bruce McKean Gary Warner David Werner Bremerton School District Bremerton School Distric~t City of Bremerton a f /;:> City of Bremerton 12 !.~ @ C~ty of Bremerton , <9~;; II ~ CIty of Bremerton;' 1.:!1./J (j IY. ~ City of Bremerton " ...? 9 !.i}!/)) City of Bremerton b(j/!./1 ~?&' .;:; 1...991 <!!/ The Tsang Partnership Vtlt~ /)'JftRto. The Tsang Partnership '/'/)4//% David Evans & Assoc. /lfily, Heery Program Management 1. The meeting began with a discussion regarding the traffic issue. It was decided that while traffic is not relevant to the rezoning process, the Council will at some time want to know the nature of the vehicular and pedestrian issue and the mitigation measures to be taken. The City and the District will each assign a responsible person to address this issue and report to the School Board and the City Council prior to issuance of the Certificate of Occupancy. ROAD IMPROVEMENTS 2. There was a discussion regarding pedestrian and vehicular traffic patterns. The City indicated a desire for full roadway improvements to City standards around the perimeter of the property. Reery reminded the City of a earlier statement by Dave Baker that improvements would only be required on those portions of Carr Blvd. which would be subject to bus traffic. The City stated that another concern is related to cars parking on Carr Blvd. adjacent to fields during soccer games, etc. A walkway along Carr Blvd. should be provided on school property rather than via shoulder improvements as widening the shoulder would promote undesirable parking. Types of walkways were discussed and the City indicated a preference for a paved path in lieu of a soft path. STORM AND SANITARY SEWER 3. A 25' easement is required for combined storm and sanitary sewer installation. If only one line is to be installed, a 20' easement is sufficient. HEERY . ". Code Review Meeting March 1, 1991 Page Two BUILDING 4. The City advised the District to be sure the fIre protection panel is sized to accommodate future portables on site, and that the rITe lane is to be all weather gravel. They also noted that sprinklers are required in buildings over 10,000 feet and therefore, substitution for area limitations are not allowable. The City will allow type VN construction with sprinklers if exit passageways are 1 hour rated. Under stairs storage is not allowed. 5. A question was raised by Dave Nelson as to whether or not there are adequate exits from classrooms when the folding partitions between rOO!TI..8 are opened. It was fInally agreed that even with the partition in the open position, if the opening is less than 20% of the room perimeter, each classroom is still considered a single classroom by code defInition and therefore, existing exit provisions are adequate. The meeting was adjourned at approximately 11:45 a.m. The preceding minutes are Heery Program Management's interpretation of tbe items discussed and decisions reached at the above referenced meeting. Any persons desiring to add to or otherwise change the minutes are asked to put their comments in writing to Reery Program Management, Inc., no later than March 14, 1991, otherwise the minutes will stand as written. The preceding minutes were prepared by David Werner, Project Manager. DW jgmb cc: Field Ryan v'~i'alt Dtap:;$r Donald Pratt Ron Rough Jan Stemkoski Dave Nelson Dave Baker Greg Finke Randy Robbins David Werner 90576 BSD elem a-2 elemmin HEERY ~V'" ;~ .' .' ,. BRlEMEIRTON PElRMXT €ENTlElR , , 286 4th Street" Bremerton" WA 98337 .I."', Phone: (360) 478-5275 FAX: (360) 478-5278' BUILDING PERMIT " Job Addr: Location: Parcel No: 1111 CARR BLVD KITSAP LAKE ELEMENTARY SCHOOL 3719000-001-0000 Permit No: Status: Applied: Issued: Expires: 02-0362 ISSUED 07/02/2002 08/12/2002 02/08/2003 Applicant: BREMERTON SCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98312 Owner: 8REHERTON SCHOOL DISTRICT 478-5175 200 BRUENN AVE BREMERTON WA 98312 Contractor: HERITAGE MODULAR COMPANY INC 360-387-229Lic #: HERITMC0380M Exp: 09-14-2002 80 GLACIER PEAK DR CAHANO ISLAND WA 98292 Subcontr: {, Desc: 28' X 64' MODULAR CLASSROOM W/DECK & RAMP ~~****~~*********************~*************************************************************** Valuation * Permit Fees: 517.40 Total Calculated Fee: 809.04 30,000.00 * Plan Check Fees: 287.14 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 809.04 ********~************************************~*********************************************** MECHANICAl/PlUMBING FIXTURES-- HECH-Heat Pump 4-15 hp.......: 1 PLBG-Bui ldi ng Sewet"".........: 1 **********************************************~********************************************** This pel"mit shall become null a.nd void if t~ building ot" wot"k authol'ized b>' this permi'!: is not commenced within 180 days f'(om the date of such permit, 0'( if this building 01' wo'(k authol'ized b)' $Uch p<Jtymit is $Uwended or' abandoned at a.ny time aftey the woyk is commenced foy a peYiod o'f 180 days. NOTICE - It is the yesponsibility of the peymit holder, not the City of BYeffieyton 0'( Building Official to ~e to it that n'quiYed inspections car'e made. The permit holder must notify the Building Official when read>' 'for inspections. Failure of the ptumit holder to notify the Building Official of requil"ed inspections may re$Ult in the stoppage of the work until such time that the peymit holder can substantiate to the building official that t'he concealed WOYk meets or exceeds ~,requirements. Any demolition, testiT19, oy financia,l burden shall be borne diYectly by the permit hold~y. Failunt to substantiate coc::le yequhemerrts \Jill indemnify theoCity against any and all yesponsibility 01" liability connected with the COl1$truction. " ,.. I heyeby ceyti fy that I have read and examined this peymi t and know the same to be true and coYl"ect. All provisions eff la,ws and ordinancE'S goveming this type of yJOrk will be complied with whetrleY specified hen~in 01" not. ihJ granting of a peymit doos not presume to give a.uthoYity to violate or' C"<ilncel the provisiom of any o't. I" s te oy local law ~egulatin9 constyuction or the performance of construction. Si_t",., ;J-~.A.... - '''''.'_ ~!/7/ t1 Z- I certify t ~l~empt from the yequirements of the state contractoy's n~9ish'ation la\~" under Section 3. C tel" 126;'laws of 1967. :~~';:':::;'.m.m.mmm ~ ""Q- -=J d: "d- Permit Center--Approved 8Y:_~ Oate:_---CL-- '..... - () ".l'-} ~ (1 ..l,," \) ot. , .H;.' . . ~~'1"" t') . J.;'j .\ ./ BREMERTON PERMIT CENTER 286 4th Streetg Bremertong WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job Address: 1111 CARR BLVD Location: KITSAP LAKE ELEMENTARY SCHOOL Assr Acct No: 3719000-001-0000 Building Permit No: 02-0362 Status: ISSUED Issued: 08/12/2002 Expires: 02/08/2003 R E Q U I R E D Ji N S P E C T.. I 0 t-l S Item: 01100 FOUNDATION-FOOTINGS Dept: BLDG Division: Item: 01200 FOUI\IDATION-WALLS Dept: BLDG Division: Item: 01400 MECHANICAL Dept: BLDG Division~ Item: 01700 FRAMING \. Dept: BLDG Division: Item: 02704 FJNAL --ZONING Dept: PLANNING Division: Item: 02701 FINAL--FIRE Dept: FIRE Division: Item: 02700 FINAL--BLDG Dept: BLDG Division: ********************************************************************************* TESTING: Must be recognized by the Washington Association of Building Officials sPEcrNsp:.. Must be registered with the State of WA ST OF WA: "State of~WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER, (360) 478-5275. ********************************************************************************* p'ermi t HOldeY /J A J1 -1--- i11 / / ~ SlgnaTce:l!\~~ ~ Date: Of 12-/P~ "'I "'-- I,J[ , '(' ... ..~,.. /" . .~v.,<<"" : . r~ .~ .:!\~~i -- - - - - - - - - - - - - - - - - - --- - =:: - - - ~'- - -- _w. - - - - -- - - - - - - - - - - - _ _ _ - -_..., _ - -__ _ _ _ _ __ ~-j .' "~-----------------~~~~E~;~~-~~~~~;-~~~;~~--- -- --------.--- ----------- PERMIT CONDITI9NS Permit No: 02-0362 Page: 1 =========::====================================================:============== Job Address: 1111 CARR BLVD Assr Acct No: 3719000-001-0000 Location: KITSAP LAKE ELEMENTARY SCHOOL '" .,;~ ~ . Applied: 07/02/2002 Approved: 08/12/2002' Issued: 08/12/2002 Applicant: 8REMERTON SCHOOL DISTRICT Owner: 8REMERTON SCHOOL DISTRICT Contractor: HERITAGE MODULAR COMPANY INC r Descl:': iption: 28' X 64' MODULAR CLASSROOM W/DECK & RAMP Conditions: 1. A)Fire alarm system required. 8)Submit plan for fire department approval. C)All testing as required for NFPA 72. D)Provide for fire department access. E)Structure required to be within 150ft of a hydrant. F)provide a key to building for the knox box. 2. SEWER INSPECTION FEES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMIT. 3. LAND USE CONDITIONS OF APPROVAL: A) Complies with 21.02.930 of the Bremerton Municipal Code chapter 21. p<:rmit H~~'S,()f.,... ~ S19nat~rerU-r- .. Date ~//.2/ (? 2...- 1 7 ~, ' Building Permit Application City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 478~5278 o ~-03~~ CVJ1I= or f5, APPLICAL"IT: DOWNER DCONTRACTOR DAUTHORIZED AGENT S;cdJdcess 111/ ~r- ~~tr~T/~'~/:,uf{t24rl.oC'4d~ 8wQ..UAa.r -I-o-vJ I L(j A '1t3 ';. tv: . i Owne:: ~4Ar~ G~l V~~,c-t. : A.ddress: 'Z.Ob ~ ~/l..4.1.t\ A-v~4.. ! ~-kn" I tvA qS;, 0 (.":,irr:l.C~or: : _\ddress: ConU:lCtor License;:::: : Expin.non Date: . Conr:J.ct Person: RIJ IA ~ plU1'Ou- ! Contact Phone#: ~o - 47' - t; 17C; i . Check the rype of application for below: o SF RESIDENTIAL NEW 0 COMMERCIAL NEW o Dl.-PLEX 0 COMMERCIAL REMODEL o M..-\.L~uFACTURED HOME ~OMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERlCAL REPAIR o RESIDENTIAL ADDITION 0 :YIULTI-FA.lvlILY o RESIDENTIAL REPAIR 0 TEN~~'IT IMPROVEMENT o GARAGE !:J ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) Scope of Work Proposed: D---e.. ~ ~~ .i..v~ fl e.d o:;t; rtr4~.u2A .&d~ al')' b4' ~ ~e-J"taw- ~D7nY\ IS ~tt ~ ~ ~ n /'~~C..L ~L ...u. f1 Square Footage: D\veiling: Garage: DeCKS: ,/ IS THIS PROPERTY WITHIN 200 FEET OF A.. SHORELINE? YES NO Valuation I Plan Review Fee d-, 'lS 1.1 # i Permit fee Surchar es ; Energy: 550.00 , .,/ ~ 1-0 ..i/::ltate: :) "T.;) .. ....,.ifTow;Eees (j'oq ~) w~~o 4{U~5 A.pplic3.tions for which no permit is issued \vithin 180 days following the date of application shall expire by limitation, and pbns and other data submitted for review m3.Y thereafter be retumed to the applicant or destroyed by the building official. The building oifici3.l m3.Y extend the time for 3.ction by the applic3.nr for a period not exceeding 180 days on request by the applicanr showing . th3.t circumstances beyond the control of the 3.pplic3.nr have prevenred action from being taken. No 3.pplicant shall be extended more rh3.n once. In order to renew action on 3.D application after eXpiration, the applicant shall resubmit plans and pay 3. new pbn re\'iew fee. APPLIGNT'SSIGNATUR~ u)~ l~~ ~2~:r~ ~~- ~.~ BREMERTON BUILDING DEPARTMENT l._~. ;c;;;;;: 1!IIII_il.lIlll."':I&~t...~11 []...... .........}............MEClIANICAL..i} ..<.......................0................ .....................PLlIMlUNG<. .............)..., Type of Fuel: Occupancy: Electric Residen rial Gas Commercial Oil Site Address: I ({ ( CtJ.,lr..... &-t,ld,.\Ia.rd ~AiV'b, lJJA qe~1 z. Owner: BI"(I..w\CL><"'~ ~c..~l 'J l ~(c.: ~ Address: z.c=>e> ~uQ..,^)'\ At...a..~ ~, uJ'" q 8 '& t 'a..- Phone: ?1'-o - 418 - S liS Contractor: Address: Phone Contractor's License 'Number/Expiration Date: No. TYPE OF EQUIPMENT No. TYPE OF FIXTURE IL-ti'\iGE '1, WATER CLOSET WOOD/PELLET STOVE/GAS F1REPLA.CE BA1HTUB ~ ~ ~ IS n ~n f, I GAS FURNACE bm: 'l.. LWATORY (bath sink)J:'< - ~ = u \:.J I.! CONv"ERSION BURNER bm: SHOWER [III Jut o ;> ?fln?! L:0iIT HEATER btu: KITCHEN SINK . -- i:lOl:ftnr:nTn., BOll..ER btu: DISHWASHER -.~_IIII"'IIIU,\I I !BUILDING DFP.llRTMf:l\I' GAS PIPING L\UNDRY TIL\Y . .... ~ I EVAPORATION COOLERS bm: I CL01HES W<\SHER I AC lTNIT bcu: I WATER HEATER '- ~"L. I I HE..>\. T PUMP bcu: '2. . S TD)o1 II.JRL'\i AL REHE..\T BOX bcu: 41-1 DRI1'\iKING FOUNTAI1'\i .\lR HANDLING UNIT bcu: I FLOOR SINK OR DRAL.'J , 1. I E.c'U-L-\CST FANS SLOP SINK IL-ti'JGE HOOD (residential) I W:\TER PIPING & ALTERATION !L-\.t'\iGE HOOD (commeu:ial) GREASE TlL\P / L.'\iTERCEPTOR CL01HES DRYER HOSE BIBBS IN CL'\iEIL\ TOR L-\WN SPRINKLER SYSTE'vI. DUCT .AlTERATION SWL'vL\HNG POOL T-ti'\i KS type: J BLDG. SEWER: (mobile/moved house) REFRIGERATION UNIT l ROOF D~\lNS OTHER: OTHER: ~@ r NfECHAJ.'.JICl\L FEES: PLUMBING FEES: CIIT SURCHARGE: TOTAL FEES: APPLICANT'S SIGNATURE~ ~~ DATE: 7 ~ 1- "ZDo').... CITY Of BREMERTON PERMIT CENTER 286 Fourth Street Bremerton, W A 98337 (360) 478-5275 , '~I C'TY Of PRIDE AND OPPORTUNITY .. o II INSPECTION REPORT II PERMIT #: OZ- oS c,c: ADDRESS: till CtAte~ CD ~'74rl6 f\K:j1 to Co~ I&P4~ 5e~ ~- Schedule a reinspection when the above items are corrected. Call 360-478-5275 by 5:00 p.m. for next day inspection. -- Date: 3--4 -().L Time: ~-) I' "!} .""~' , '" "<~ -. ~ . ':;" - 'j,\~'h,'... i') . \~~.. ..,;I-. ,'ji ." ..-."":/ .li..****..**..*..*.*.**.*..*...*.***I***~*....**..*....**.....* RECEIPT ***.....***..**..*******..**..*********..*.........**.**.1.*._.* RECEIPT Number: 02000547 Amount: 287.14 07/02/02 14:04 Payment Method: CK Notation: WASH ENG CK Init: VW 02-0362 Type: SLDG 3i19000~OOl-0000 1111 CARR 8LVD KIT SAP lAKE ELEMENTARY SCHOOL Total Fees: 80'.04 Total ALL Pmts: 287.14 Balance: 521.90 ...*******.....***...*******.***...*****...*********......1.-*** Account Code Description Amount 16-345.8300 (4580) BUILDING PLAN CHECK FEES 287.14 Permit No~ Paree.1 No: Site Address ~ LOGation~ IlDO PLRMIT W/H!tH;r , , . This Payment ~:87 .14 /J ~ .'!:,''''I **************************************************************** RECEIPT **************************************************************** RECEIPT Number: 02000692 Amount: 521.90 08/12/02 10=55 Payment Method: MASTER Notation: CARPENTER MASTER Init: VW 02-0362 Type: 8LDG :'3719000-001"0000 1111 C.:''lRR BLVD KITSAP LAKE ELEMENTARY SCHOOL Total Fees: 809.04 Total ALL Pmts: 809.04 Balance: .00 **************************************************************** Account Code Description Amount 16-322.1001 (2211) BUILDING PERMIT FEES 441.75 16-322.1005 (2215) MECHANICAL PERMIT FEES 50.65 16-322.1003 (2213) PLUMBING PERMIT FEES 25.00 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 Permit No~ Parcel No~ Site Address: Loci9tic.n~ SLOG PERMIT W/MECH/P This Payment .521 .90 1, \ 1.' (:) '~ ;.. Commercial Site Plan Review Application & Checklist SPR#: Building Permit #: ***Please provide 5 copies of Application/Checklist and site plan*** Requirement - Zoning Ordinance Chapter 21.02.930 Site Plan Review A site plan review is required for all land use and development proposals involving new development or expansion of existing structtrres or other exterior improvements which will change the physical characteristics of the site. Instructions Please complete the following application according to the requirements of the zoning district in which your project is located, and as it appears on the Site Plan. The application must be complete before any processing can occur. Address: Applicant: z.c 0 '?n.ru tZ Contact Person (if different than applicant): Phone Number: ~o -4-7& -~ I 75 Address: Site Address (location): G-vr ~ l~va.+-d ili l ~11\ ( ,JA qf? 31 ~ Tax Assessor's Parcel #: Zoning Designation: Parcel Size (property dimensions): Proposal (please describe in as much detail as possible the nature of the development): , . 1.!) w-t.U ~ Created on 10/31/978:42 AMC:\My Documents\Forms\Applications\Commercial Site Plan Review.doc 1. Lot Dey~bpment Requirements Front Yard Setback 3-c1 Rear Yard Setback "30 Side Yard Setback ",?O Height ?D Allowable Density I\JPT Dwelling Units I\JA Lot Coverage Nil Landscape Plan NA ~o-+ ;04- '30 -+- ?o ..f- /VA kJA- NA rv~ 2. Parking Number of existing spaces Parking Lot Classification: A B c Total Spaces Required: Total Spaces Provided: Barrier Free Provided: Motorcycle & Bicycle Provided: (from parking calculation) (existing +required) 3. Proposed Signage (state number, all types of signs, and sizes in sq. ft.) Free Standing: ~~ N~ Building: Created on 10/31/978:42 AMC:\My Documents\Fonns\Applications\Commercial Site Plan Review.doc r '. , . ,. 4"Proposed Landscaping: (dime~~ons of areas/strips & square footage) Front: J ~c~~~~~~ ~, ~ ~ (1.J-. ~ ~~ Rear: Sides: Island(s) under free-standing signs: Parking Lot Interior Areas (10 sqft per space): 5. Open Space (required for projects of one acre or more). Please include plan for reasonable care and maintenance of open space areas: Amount Required (acres & percentage): IIV A Total Amount Proposed: NI+ Passive: t-.J A tv A- Active: Criteria for Site Plan Review: Please include any necessary information on the site plan that illustrates compliance with all applicable land use and development requirements and guidelines. Bremerton Zoning Ordinance Chapter 21.02.930 Site Plan Review includes the criterion for site plan review. The Director of Community Development shall approve a Site Plan if the Site Plan complies with all applicable land use and development requirements and guidelines. Applicant's Statement: I hereby certify that the statements contained herein are correct. I understand that conditions of approval may be required to adequately protect the zone and neighborhood within which the subject use/structure is located, and I agree to abide by those conditions. I understand that the decision on this application may be appealed and possibly overturned. I also understand that an approved Site Plan is subject;to Planning Commission and City Council review and could be terminated for violation of terms or limitations. I understand that APPROVAL of this Site Plan may be appealed and possibly overturned by the Planning Commission or City Council. I have read, understand, and agree with all of the above statements. ~w.~-~_ Applicant '7-l- 2007.- Date Created on 10/311978:42 AMC:\My Documents\Fonns\Applications\Commercial Site Plan Review.doc ,:l' I t- _. ~II' U I. jt E U\I - N~ 71> I, ~-1P PW! stbV; N 1='0 rz- ~ II Hs \0tIT 8F t>-'foDOLAR. U Il J To' . ~. H LGl-lSJ2. r IIIlSt1 rlrofZ. w I~L ~e=QlJrf<.l:; ADDI110~~L.- ~C$) kND l.-O~12- p.fJ~p '. e;, I<:'AH~ tv'f::)(Z.t:r 1l1AH;;:O' lI.t U3t)bllt RB9lJI~e tv1lll, ~lINTE:I2I180 t..N't 01 Hb . 4, t...f-.hIDII'~ 1:1.0rz-e -r-tff<1J ~mll f;O"":5 ~DJO(I~IHb Gr2f'080 F--~L)IJZe '6{)~D ~~l. (5)., :.t!2"~'e"r=I,~1 f=L.~ 9 ,Gb6f'.fZ- ~Aet:? t.?~.I+~CI 4".C.12~ p~BrS @ / ~I'd):.)i'. i? ',I" I fIb.\.. 035 Zi:l N f>!"i>..::j 0 P- I ~L- l"V I L- 0 I t-IG D "'PT, I C IJ f';; 121 pt' ) , ~~J'h+!PltlG: 1t2.1ft,lT'~, C'2.R:ffl>J - ~.~Iito:[ q;;t!:1:t~. ~~".~;~ t~~l?I-=9~.: -: .'~ tA. {;,OU/V2 rJ. rr- ~~ DO \ VV'~ r;;~. ' . . " DR .' R t(o If 'f.. 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'>y .......... ?o'::-^"'~"'""~'~''':o.; ^'~'--'~"""'J::"'^' <....~... . -, 'm'/.".----.~~u.-1t,-----"..-N~')t,.~"~-x.------- ."Y'".-.."'-.....; N~ING Project Key Plan Not To Scale ""., ,,/ '>~8....., /' ./~ PORT - ABLE #2 (NEW) o (;, ,j ,. ~ ~.lI3f h r.. ~ i .~ I . vr----\ " I I i Ll NEiwcl< NETWORK HUB HVB /1 / / slue lOUT i I I 1 ~ I = T.V. irs T.T.B. rv -,. i 'L I.C. & CLOCK o .1 '- t L = FA(." F.A.C.P. J / ~ I jc::J I 1''1)10 ! ) M.D.P. // ./' 'V" COMMUNICATIONS SITE PLAN NTS ...-....-.-...-......................-...rrrrrC!_ PORTABLE #1 ~" (EXISTING) I )0. / posT \ ) J / ~ 7 " / '-.. / "\',..."~,,, ji.' " I /' "-, /,' "~/' " ", \/' v ............ ~.__,,~c.- . '",- t::I '\, C <l \ / '0. \I /\ \ \ \ \ /' / / / / / \ \ \ J PORT- ABLE #2 (NEW) o [> l> ~ PLANNING e ENGINEERING · ARCHITECTURE l5~~- ~ 1 ~~~~~~ TV CO"A.,Y JP' J f:f <a PORTABLE #1 PORTABLE #1 EXISTING JB NEW JB PORTABLE #2 NEW ~.~- x 4 ~. F\J(: .J.0~~;.: ,<-"(4) f{",SCH 10 pic ~> .r::."'~"""'-' .N... ,'~",._ >""" '-'~-- ./'... i'<"''-' ._.<'^ j ; ~ ; ) l I " '-,- -..--... \. / j ,/ c~) .p..~\ n...__...., __.._._..,~ "'''''''''';'__-'' >.....z'.'. J , " .L 'J' J , 'IJ-A;. j:'lt;:~!.ev/r IL e. COMMUNICATIONS DETAIL NTS cu i pot.tr- s.k(fJv,J'~L ! ptl.ir-- ~h;ti;d'.L Sr~('e /' // Ji'/ ?-r P-I~ F}re. Ai..1-f"~ CONSTRUCTION NOTES: PROVIDE CO-AX TV SPLITTER CONNECTOR AND EXTEND TV CO-AX TO PORTABLE #2. PROVIDE SPLITTER AT PORTABLE #2 AND RUN CO-AX TO TV JACKS IN EACH CLASSROOM. PROVIDE AN 8x8x4 PVC JUNCTION BOX AT EACH PORTABLE AND LINK THEM WITH (4) 1" SCH. 40 PVC CONDUITS DIRECT BURY DOWN 18". PROVIDE J\ 2" NIPPLE AT PORTABLE #1. PROVIDE CABLES AND SPLICES AS REQUIRED TO FURNISH PHONE, INTERCOM, INTERNET, AND FIRE ALARM SERVICES TO PORTABLE #2. DAISY CHAIN EXISTING CIRCUITS, CONNECT EXISTING SPARE CIRCUITS, OR PROVIDE NEW CIRCUITS BACK TO MAIN BUILDING AS REQUIRED. PROVIDE CONDUIT, WIRE, JACKS, AND TERMINATIONS AS REQUIRED IN J::ACH CLASSROOM. TEST AND CERTIFY THE FUNCTIONALITY OF EACH SYSTEM. KI"fSAP LAKE PORTABLE #2 COMMUNICATIONS WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360.405.1 420 r' (, 4t;I~_;w. ~<_r, SECTION 1 SECTION 2 f "leo/V]! ,^J (., r I , ! i I ; G- ..,,-----"-.-.,,"--'----'-1 t ~ I 2.000A 1" i 1\ "I I fY/AIN Y , LD I SC. __J . PC. ....... ...;;;;+~;~l rfll . '.. por trf HA II N USE I ....... ..1--- i . I IN USE I K 1 ~----_.,------ ---1 -...J ~ c'_ _____~_u,,,~"w,,~._._, MAIN DISTRIBUTION PANEL (M.D.P.) NTS SECTION 3 -------1----'-"--"'-""-, 8 cD i A riC.A I o ',u HB LB PO PA PB HC LA"j LC [? PLANNING · ENGINEERING · ARCHITECTURE r-,r~~~~- ar ~ L~ _ ,""""'''''''''''''"= I j l 6J 2.000,n.. I I , r- /G.+---------.'l I Pc 1 J:;::.; H8 i Le I ,~o--~ 0-- '--fIJ}-/ o-~'-c~ ' I , ^ OOA'-'P I I 2'" I f IS'OA sf' i '" G" ii' ~ooA;3P I vcp., '3P , . ~ pt"l I I PS' e ;-co--:-. .. PD.! F'A I !lA'. I 2.00A Z P t. .r-i-7r. '. / "~"-. . rrTf'L..Tf'L.... . I M'fTERlNG 1M' ". lL.1.r".: !!.JJ .~o , ~" 200jl, 1P 12oQA3P Ii.. . ,..-::18 'LAI JOOA 3? I INtlSe- -fij}-.(t1 .~. &~I t . . I . k j. 2 ~~A 3F 1 L;'o;>,,;p I 14DJ/t"r-:--!$~!EJ}..1 --[]-/I'-.C--(> I I JNLlSE:: 100A 3P IO~A:;p'l IbMJ?, . J 1 j -. ~..l..~ ~--d"""-",,,~ ONE LINE DIAGRAM POWER NTS CONSTRUCTION NOTES: PROVIDE A CUTLER HAMMER MOUNTING SHOE WITH A WESTINGHOUSE C-SERIES 65kAIC 200 AMP 2-POLE 240 VOLT CIRCUIT BREAKER FORPORTABLE #2, SIMILAR TO THE ONE FOR PORTABLE #1, TO FIT IN THE EXISTING CUTLER HAMMER 2000 AMP TYPE ES PANELBOARD. PROVIDE SUITABLE BLANK FACEPLATE. PROVIDE TWO WHITE-ON-BLACK PHENOLIC NAMEPLATES, "PORTABLE #1" AND "PORTABLE #2" KITSAP LAKE PORTABLE #2 POWER DETAILS WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1 420 J' p" /':-., --.- . ~,"'~"^ ~ ~A A' < w~~""~. ~~< -v~'Y.~' .<--.. "--"""~.'" ..... ~X.,__" . .".----y<--~" - m j:,:--'- <,,~ - .,~^..'^ ~. . .... ~"v'1<"-~~~.-.:tI.,.~.._._.~^-~-_.r.'_~_~~<"^"__':x.._,,_,_~^_~~'-)o< ___._...; ~---_.__._._'---_....._...._.__..,._--'_. //~-----_.__.._._--'_..__.._-_.... ...... ''''''''-...- /<:~~., ../ ~--,.._-_. -. .......rrnr.r=i. ~///' PORTABLE #1 . I (EXISTING) ')u , -.---- I I / fosT ---"-- I / " ;;L :r- L' / ~l""""'''';Y?-L j , ~.-. "./ f......o'!':7....- , f ,Y =-' /"' . ~ . __..l~./....----_...~..../ .....-_ . j._.__...L'-f~----'-'---;;'-~ V' " J I I / c, 8. 'y \ ~". '.' f. f /.' .\ \ ".~ ' I . \ ~i. J / ..' / \ \ f .. / '. ' '\ . I .I \\\ \ . ; / \ .....>./ ......, .\ .- /', E'LEC ~ . /i>>.." /. /' '" '. .,.... "/! I. ''''''',<~,~~DHOL~/ . \, ~>A... ) // /~',. // /' ".......,,"- "'" /1' y~' J( \/ '------<l \ 4 4 -X: . x. .,,~, ,.~..... "'-" +-....., \ ~ \ \. () MAIN SCHOOL , I ! ! i 1 .- POWER SITE PLAN NTS PLANNING · ENGINEERING · ARCHITECTURE J PORT- ABLE #2 (NEW) t ~o CONSTRUCTION NOTES: ~~ PROVIDE 3#3/0 + 1#6 STR CU XHHW-2IN EXISTING CONDUIT FROM MDP TO HANDHOLE. ~ REFER TO POWER DETAIL SHEET FOR LOCATION OF MOP. . ~ PROVIDE 2" SCH. 40 PVC WITH 3#3/0 + 1#6 XHHW-2 DIRECT BURY DOWN 24" FROM HANDHOLE TO V......--- PORTABLE #2 METERING POST. ~ PROVIDE A 4x6x10FT METERING POST AND J-BOX (NO METER REQUIRED) SIMILAR TO PORTABLE #1. v---- PROVIDE 2" SCH 40 PVC WITH 3#3/0 + 1#6 XHHW-2 FROM J-BOX TO PORTABLE #2 PANEL. KITSAP LAKE PORTABLE #2 POWER WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1420 IF 10 ~~ ~" ~~~ ~d U~ El' r~. 3 ," ~~ U 4 <;> '" " 5 i l~~_~ 1 FOtNJA'TlON 5(;1mLf (lJ F'BO'ETER POSTS"'T t' twOH.H SPJGIMS, PER tErAl. 2 ~ <t:ce \ofO!lPNrt ~ I't1H POSTS GR STNC;l5 AT l' MMIHH 5P~, PfRLUAlL.' @ 1'1E-00rt6 FER rer..... -t. ~ Mo\X. EE u::r...A.1ttl' runtN 9' a- ~ l..LXA11::* <;) MAARIMf UIE gf'P(R'f'5 AT fj MAX. SP~. ~ DET,.\L 5 @ F6i'JIoE'/ER!;iEARPN6..ftRDETAIl6" (i) GOOERl1UrI6fER 6RaR AT Flt'.JCA= fENijMS FOIKT. FI:R. 0ETAl. 1 @ 00 TRNEI'f:R 6lRl.B AT ao eeARIN6 POINI', PER [%rAIL & 3 3 2 6 64'-0' 1b516O ~ ~ ~. ~~ ~t!' U 1 4 BJlLDIN5 l.Ell6n1 ~~ ~" U~ nl H~ ,"""CE5I6lI""'" II5a::)I ~ PNEl. CNN:.lT'f S'IOO' ~n:>>w. BAa: CNAOTY ,"""CE5I6lI""'" 1150()11 9E.IlR PNEi. CNJaf'Y 5'IOClI ~&S: (,NIJar( f'RO.fC,T GRJm<IA, 2000 F!'F ~ Al.LOI'I'a.E BEARIN5 JrOelH:D ROOF tVO 1...0)0, t2 P!r Jr6a.t.fi) FLOOR IVDL..OM: t:) f'5F CE5I6H IfOOF ~ L!W), t6f6N f'\..GVR LIVE LO,fO, tlI3llSll ,.,., !fffp, i'CI'D ~ stEAR. !fl5MG ""'" !fl5MG _, !fl5MG """'_ 25 "'" <0"'" tcfofl(~B 'NOlI 'TRHtS. I 4t:lOf L.Ott;, 3.Rs5S.c.a_036 (IcK1LEG,l 00""," """'/oS> ~..l'-o" FOUNDATION PLAN - Bremerton Sc.hool Distric.t, 134 N. Marion Ave., Bremerton, l^bshington '1B312 MAARlME LINE RIMS PER WILDIN5 MANlFP<:;1U<fR JAc.K5TAND 'tV 400"" MlffilUol UV'KATY, IllST.1\LL PER HAIoU'P<:;11!RER'5 IllSTRLt;'TlONS ~T BEAAlN6 PAD I'iInI AJ!.l Bf./IRIN5 ON EXISTING GRADE AL T, 2x12x Z-(), PT H' PAD MAARlME UtE RIMS PER WILDING HAHFP<:;T1nR ~T BEARING PAD I'iInI AU Bf./IRIN5 ON EXISTING GRADE 4><4. H'#2 l'05T /' / ~ ON ASPHAI.. T 5IlIN5LE / AND ATTAGHID TO BEAM / I'iInI EtTH:R A 5111'5ON ~ OR ~. PL'm:lOD 6U5eEIS 5IDE, NAILED TO BEAM AND l'05T 'tV (4) Ild EACH ~ PADS ~Are.&-ft:loT!PN:JM MARRIAGE LINE SUPPORTS - EXCEPT AT ROOF BEARING POINTS b STANDARD SKIRTING DETAIL BLOCKED SKIRTING DETAIL PRECAST coNCRETE BfARiNG PAD, PROvIDE 2b-DAY COHF'RE6IYE STRm5TH OF 2500 PSI MIXED AND PLP<:;ED IN ~ANc.E ~TH TIE UNIFORH 6UILDING GOOf (2) "3 BAAS EACH DIREc.TIOII. BOlTOH BAAS TO BE 114' CLfAR Of 6OTTOM BARS SHALL BE ASTH A615, GRADE 60 1=/ J 1'-4' 4xll HFI2 MIDSPAN \ 5I.ff'ORT BEAM . \ TOENAIL TO FRAMING '. A60YErv('J)lld~ . . 4eIQG JACKST AND 'tV 40001 MINllUol UV'P<:;ITY, IllSTALL PER HAtU'Ac.11!RER'5 IllSTRLt;TIONS PREc.A5T BEARING PAD YiITH FlU BEARING ON EXl5TING GRADE AL T, 2x12x 2'-0' PT H' PAD I6d c.OHHON . Il'", fROM 2x TOP It TO BULDlNG RiI'I .xl15T -- HODIA..AR BJiLDING / BY 6UILDIN5 HAltlFAc.~ PL Yl'I?OD SH:AR I'lIILL, FASTCN 'tV GALV. I66A x I~' STAPLES. 4'", Al ALL PL'm:lOD PAIti. ED6':S. AND . 12"", AT ALL ~A1C' 5TU?5. PL'm:lOD IN COtITP<:;T I'iInI EARTH OR~. SHAUL BE Tf<EATED. - ~ BEARIN5 PAD AT PERIMETER l'05TS P.T. M!II5IUL, AlOlOR TO PREc.AST PAD BOLTS EACH M!II5ILL PIECE SHALL ENGME AT LEAST atE AlOlOR BOLT 5 p~ 5a?IIC GAH R515r l!o PlF a' I'OD at 5f&IG f*EAA SHEAR PANEL SECTION 6 6'I'iJDE GALVAIUED SGREENING /13Ii fROM ~RT1N6 TO GRADE. ~ MESH TO SKIRTING I'IITH STAPLES AND TO GRADE 'tV GALV. STAKES SCREENED SKIRTING DETAIL ~'$ HAC.HINE BOLT I'iITH 3-INCIl EMBEDMENT IN PREGA5T PAD ~t~ ;,. <l:. ;,. ~ PloD I'io'6 5!5i;XlII GN'N'AY 1M. 2tXlO P:T 50Il PRECAST BEARING PADS 4x4 fF1I2 l'05T ~ ~ ON A5f'1iALT 5HIN6LE AND ATT AGHID TO BEAM I'iInI ElnIER A 51JoF.G1N PG44 OR ~' PL Yl'I?OD 6U55ET5 SIDE, NAILED TO BEAM AND POST 'tV (4) Ild EACH PRECAST BEARING PAD I'IInI AU BEARING ON EXl5T1NG GRADE fEoIrIUlrS p,ws AU.G'M:JD'AT'E &-fOOT SPAGHS, ~Nrt E'EAM5 ACGCM:lDATE 'J...f"OOT SPAG1N6 3 MIDSPAN SUPPORTS NOTE, SPACE HAc.HIIE BOLTS. 9'~'''''' AND CENT1:R ON l'05T, BI.OCK5 AND GIRDER, AS APf'ROPRJA TE. P.T. 6xll OF POST TO MAARlA6E LINE A6OYE. BOLT TO TRAN5PER GIRDER I'iInI (4) \'$ !\3(f1 HAc.HINE BOLTS. 8EAR .I\HD CENT1:R ON PAD 8ELOYi P.T.4><6 HF a.ocK 'tV ('J) 16'$ N!i:11 HAC.HINE BOLTS TO GIRDER. BEAR AND CENT1:R ON PADS BELOrl (2) C Tx'l.ll x 6'-6' 1RAll5FER 6IRDER PREc.A5T 8EARIN5 PAD I'iInI AU BEARIN5 ON EXISTING 6RADE SPACE. Ill'"" AL T, IF CT'. AAE. FUI5H 'tV PADS, COtIT. MAY U5E 2xI2x2'-o' PT H' PADS 1N1JB)0f~ ~ l'fT1ot ROcf' f'\::l5T ~ 1'RNEft'R6IRDER W6":CO- ~AarY CENTER TRANSFER GIRDER 2x4 P.T. HI' 511JD5 . 24'"" END NAIL EACH TO TOP AND BOTTOM PLATES 'tV (2) IIld ~. P.T. PL'm:lOD NAILED PER SHEAR I'lALL ~T1ON 2x6 P.T. IotJD5ILL ortlI3{ 1t) 2UGr ~ Df5RW t'1 FROST RESISTANT SKIRTING DETAIL -I RIM AND OfFSET RIM \ PER BJlLDING \ HAlU'AC T1.IW< 4x4 HFI2 l'05T ~ ~ ON 2x i'iJDSILL AND A IT P<:;H:D TO 2x4 TOP PLATE I'iInI (2) IIld END NAILS OR (4) 6d TOENAILS 2><4 P.T. H.t>5ILL. ANCIlORED TO !lEARlNG PAD rv 60TH BEARING PAD BOLTS 2x4 TOP PLATE NAILED TO OOLDING RIM Y\' IIld AT e'"" PREc.AST !lEARlNG PAD I'iITH AU BEARING ON EXISTING 6RADE PERiMm~"p~sTS 2 TIE-OOffi EARTH ANcf'OR, 5ELEGTED IN Ac.CORDANCE rtnl MAlU'Ac.11!RER'5 CRI11BRJA FOIl 'T1H: GIVEN SOILS c.ONDlTION FOR AN l.!. TlMA TE CAPP<:;ITY Of NOT LfS5 nIAN 4100 PO..W5. PERll'ElIR l'05T AND PAD I'lITlfIN 4' OF TlE-DOYiN ~'JE..CICfttSGNtRESlSTA2'6::l'I'W<.LA'11:RJLU>>D 4 TIE-DOl^lNS 2x4 H' THIl1J5T 8LOCKJNG 8EARIH6 AGAlllST T1RI5T l'05TS AND BeL TED TO i'iJDS1LL W (5) ~'. M.6. . 3'"". 'tV~' MlH. END DISTANcE5 i-OOI EAGH) P.T. 2x6 HI' IotJD5ILL~ TO EKAl PAD " ~ DETAIL 6 ~ / FOR ADDt :;/ CALLOlJT5 "- J.tJD5ILL TO BE CONTIIoIJOJ5 fROM TlRJ5T a.ocK TO Tlf<Ll5T a.ocK PREc.A5T BEARING PAD I'iITH AU BfARiNG ON EXISTING GRADE SPACE. Ill'"" ALT, 2x12x2'-o' PT H' PADS VERT. 4x4 H'12 l'05T CEllTERID ON WLDIN5 COl.IHl, A60YE 1 .Al.I6J.ED I'mt ROOF POST ~ mAJrI!RR 6IRtER W6 44401 GAPJ>Or( END TRANSFER GIRDER RIM AND 0ff5Er RIM PER BUILDING HAlU'Ac.11RER STEPPED MUDSILL SECTION 10 VI SSE R ~~. ENCINEeRING IQ062 SE 320lh STREET KElT, l'lA5HIN6 TON <lllO42 VOICE (253) 630-4530 FAx, (253) 630-1l151 .h i f ~ ~f liI~ ~JU 8 MODULAR CLASSROOM FOUNDA TION ~2151l V6'i .... HDV - HDV -- 03-08-02 .... 5-1 dJ Scope of work: ;)i? i Address: Owner: Contractor: e; Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) FOUNDA liON COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking wall to ceiling, furred walls every 10' Fire blocking: stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire bloCking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs; bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in FRAMING COMMENTS: APPROVED: Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: ~ Appliance location and access, proper support Appliance clearance to combustibles Venting: clearance to combustibles Venting: size & support - Vent termination Combustion air Ducts: size & support Gas pipe under test Gas pipe size & support Gas pipe: underground min. 12" below grade Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance Gas logs: safety shut-off Gas logs: damper permanently open Wood stoves EPA certified Wood stoves & fireplaces: Tight-fitting doors Wood stoves & fireplaces: proper health Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required MECHANICAL ..- ... . COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: DWV & water piping under test OWV: proper grade DWV: proper sizing OWV: proper drainage fittings where required DWV & water piping proper support DWV: required cleanouts Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: seismic strap R-10 pad under water heater when required Water-piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED: Proper fastening nails - 7" o.C. horiz. Plane Nails 8" o.c. vertical plane Proper fastening screws 12" o.C. hortz. Plane (1/2') Screws - 12" o.C. hortz. plane (1/2')24" o.c. framing Proper fastening: screws - 16" o.c. vert. Plane (1/2") Screws - 12" o.c. vert. plane (1/2") 24" o.c. framing Proper fastening screws - 12" o.C. horiz. plan (5/8") Screws - 12" o.C. horiz. plane (5/8')24" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8") Screws - 12" o.c. vert. Plane (5/8") 24" o.c. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors SHEETROCK COMMENTS: SHEETROCK APPROVED: FINAL Energy code requirements met, exhaust fans Garage/dwelling door self closing solid core Handrails & guardrails, as required Exit signs when required Occupant load posted when appli Wood siding to earth separation (6") Randon monitor when required Plumbing & mechanical Smoke detectors where required Fire ratings maintained Emergency lighting when required Building weatherlight Building address posted COMMENTS: .c:- '-O~ "'I~ I A I A """",,"", ,r-,"" ~ ',;.;, ..... THE TSANG TACOMA PAR T N E R S HIP, INC. 748 MARKET STREET SUITE 300 TACOMA. WA 98402 ARCHITECTURE PLANNING INTERIORS (208) 272-9383 FAX (206) 363-8059 March 4, 1991 ro[ft@~nW&mJ Ih~;'!l,~.r.. "". 1,Q ,1",.,,-,, ,r - 91 'If; "": BREMr :}(., , 'PI !J1o L... 'JI' ~~~tBDN~ DfP~R+~ SEATTLE 1221 SECOND AVENUE SUITE 330 SEATTLE, W A 98101 (206) 343-3044 FAX (206) 684-9599 Mr. Dave Nelson Building Official Department of Community Development City of Bremerton 286 - 4th Street Bremerton, W A 98310 RE: Bremerton Elementary #7 ,'II Dear Mr. Nelson: As you know, both the budget and schedule on this project are very tight. We are proceeding with further project development based on our discussion Friday, March 1, 1991, at which the following items were agreed to: 1. The building will be fully sprinklered and the fire resistive substitution from Type V 1- hr construction to Type V non-rated construction per Section 508 of the DBC, will be allowed. Corridors, janitor closets, storage rooms and mechanical/electrical rooms will be I-hour construction, per code. 2. Ventilation space above insulation will not be sprinkle red as per NFP A 13 Section 4- 4.4.1 exception No.9 (see attached sketch). If any of the above listed items are incorrect or not as you recall, please notify us as soon as possible. We appreciate your time and cooperation and will continue to keep you abreast as the project develops. Bruce McKean Attachment Copy: Mr. Greg Finke/Bremerton Fire Marshal Mr. David Werner/Reery Program Management BM:kj 9040.00 LOO4.BM THE Date ~ . 1- . 4 ) Page \ ~~ 1 TSANG PAR T N E R S HIP, INC. ARCHITECTURE PLANNING INTERIORS SEATTLE TACOMA :_-~... ---~-'-'-----,_..!_-...:_.--:_._.- =-~=_.~_=~_~r-~-:--1~='~=~~:~~~ .--:-_-.-_...-!_---_.~-_.._-- "--. ..- :-!.--- --~'~~--------- - - - - -- :.J=-:-:j-; : :- '.. ~-- .. U:SV1\' ~~t ~~:~__'_" ___ _ n.... fL. . 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" ;:'M~...~..... .;. '."l:;U:~.!oftl,J~..ki'<l.").',/i.";'u..-",.~,<""..<.,."". '..,,_ . ;-'~"'''.",:..,-,..., ..-.,'- ~t 11 ~; ~ di~ ~' BREMER TON FIRE DEPARTMENT :(" "I ~t ':1 :~I SINCE 1902 <j , ~ 817 PACIFIC A VENUE ID BREMER TON, WASHINGTON 98310 . (206) 478-5380 February 25, 1991 OO~@~aw~WJ FES 2 5 1991 BREMERTON BUILDING DEPARTMENT Ms. Carol M. Modjeski, EIT Project Engineer David Evans and Associates 3100 N.W. Bucklin Hill Road suite 105 Silverdale, WA 98383-3070 RE: Fire flow requirements, proposed Bremerton Elementary School Dear Ms. Modjeski, Enclosed are the calculations which you requested regarding the fire flow calculations for the proposed Brentwood Park Elementary School project. These figures reflect a reduction in flow requirements as allowed under the provisions of the Uniform Fire Code, 1988 Ed. Appendix III-A, Table III-A-A, for fully sprinklered buildings. Total Area 1, 1st floor............................26,219 sq.ft. Total Area 1, 2nd floor............................14,445 sq.ft. Total Area 2, 1st floor.............................7.336 sq.ft. Total Square Footage................................48,000 sq.ft. Fire flow required (from Table III-A-A)................3,750 gpm Allowable reduction for fully sprinklered bldg;(75%)...2,812 gpm Adjusted required fire flow..............................938 gpm Minimum allowable fire flow UFC Appendix III-A, #4.....1,500 gpm In reference to our phone conversation on February 25, an additional condition which must be addressed with the architect '.1': ...jl'4l'~~'.'. l"L~' :i~,-_ J{~..:::: '.:' l..ij\f..~~1'~'1I1\,,~~'f$~~...~1~ ''',/;:.;" \ " ."'" '" r~:j.r d.~..&J 1;.:...; '. . " ".',.,.!. regarding the type of construction listed on thier Code Analysis statement is the requirement for I-hour rated construction throughout. Apparently some misinformation exists about the requirement for full fire sprinkler system installation. This is a requirement in all new construction in the city of Bremerton if the structure exceeds 10,000 square feet in area. As such, no substitution for a sprinkler system in lieu of I-hour construction may be granted due to the fact that sprinklers are required, not optional. If I can assist you in any further questions or concerns regarding these or any other fire related requirements, please feel free to contact me at your convenience at 478-5385. Thank you. Sincerely, ~ Greg Finke Fire Marshal cc: The TSANG Partnership, Mr. Wm Randall Robbins Bremerton Building Department File SITE ADDRESS: ~ 1/1/ e~., T5/~d APP.NO. r/Z4P"Y.>9>- OWNER: &,,~ I-",.. Ye......J.c.,., .J:J...., "7 PERM IT NO. NUMBER OF PLAN SETS VALUATION: BLDG. SRCHG. FEES PAID: PLAN CK. PLBG. MECH. OTHER DATE DATE APP. WI NOT ROUTING: ......... . .... SET;; . SENT. RETURNED APP. COMMENTS APP. REVIEW~R / j;~f;?. 1(1,,/11- V E,,-(k.s~ BUILDING ~ PLANNING 0 ENGINEERING 0 WATER g FIRE [3" TRAFFIC 0 HEALTH DEPT. 0 ,J ~tlyz '1/;( 1!t1d- 4th. v ~) h#t k . DATE ICOMMENTS -- , BR EM E R T ON B U I L DIN G DE PAR T MEN T PER M I T -----------------------------------------------------------'---------~ --------------------------~-_._-------------------~------------------- Application Date 01/14/1992 Issue Date 01/30/1992 Assessor Acct #: site Location 1111 CARR BLVD Owner - Last Name BREMERTON SCHOOL - street 1111 CARR BLVD ~ City BREMERTON-:~~~~,======:state WA Zip 98310 Phone ( 2061/ .r;>/::' ~~" ~~> , Tenant's Name /,/;;/"^ ~, "';~::Phone(206) A t " //' /"" /~. ',-- ~ \ gen s Name //,/') ! ! r^c"Phqne(206) Archi tect 's Nam~~:::/ (:k;;<) /;1 V / ,,'''''', [Xl B . I d . /'/ r ] \ l./ d' L] (./1.('/ l /". '.'," .. .J Ul. 1. n 9 ,i / /1,-">" \p:'{ a 1. n 9 ,_""/'====~.,,,. S 1 grr ~ / /(' '~, ';('\] P a v:i n 9 [ ] Mechanic7'K ((["'J\ M-ove)3u'flding [~.t""BJ~rn:lhg :<"~.) [\\,~ Underground [ ] PI umbin9,/\l,:,~]/ Mo?il e Home [] Lall'( Cl'e:tlt //l 'J\Demol i ti on . f; i . \~"~,J>/ ..;:7 . <,~ '-'/:'./"~ \ \ ~\ . /l /A,,,;/ ,\, \,.\ \ \.\ - - - - - - - - __/.J_ -~.... _ _ _ _ __.,1.'_ - - - - -- - - _ _ _ _ _ _ _ _ _~__..:::" .i...._L__'l..\.. _ _ _ _ _ _ _ __ 1/ \ \ ,/ '" / i"-./ \ \ . '. f r-^-;-,:/ ^""-, r \\ '. / \ " If ,LJ"~<<~;~' ,") . (/ \\ \,/ \ \. BuildingA~o!LtraCtorj: '\ \~i /") :.- i II \ \ \ J ,} l,;' L..--,-. /1 y, \ \ contract/9r h'r--'.:,:? j,l SPECTRUM F~R-E-'-l?aOTECTION \ /---, \ \ stree~1 l.Ji ' j 2801 N. UNION I '1 ~ ( \ \ \ . City II ~ TACOMA :'1 r: '\ v) il Phone 1\. f'/" ~ (206)565--95251 istateWA Zip9~407_~=:' Ii R ..J... t'.... n ROSS B14'LI . I q I.,...., ' epre~,':l . .11)V\e II ....r .. I : . . 1". (I ,---:>..}! ! state -p,1 .' .~el # ~. SPEGTFp;O'~lPU ! :EXPl~:at:LOn Date! lql3.1d~199i2 Ci ty Li~eh.s'~/ # ~\ I. ;"') I iExpir,a~,i()n Dab~ '--<-..-J U \-\ \\ \' ~''''> !. l ~,^,/ -,,;-. .1 if. !.: \;\ \ \" /( . ., ~,,~,".-' ) '"j l ! I Natu:'e <:,f\~ork:. \. . ""',-,,-, : .//'../ 1/ Bul1dln9\\erml~~~pp~~catlon for" f/ye-SPrJ_nkl~r s // \ \ / ",/'\, '''' \v -7 \ \ /;t, //^c"'\" //? /1 ,\* '\...-'/- t---/,. '> ~"'*~ ..-.j"'/ ,i~<'!' '\~~'-/' "---~.__.<" /;/ . r-. _/:/ "~~ '--, I L_{ i ( 1 (-\ C '1 .//./~// "'" ,. ..,. I r \, , "'" ~""'" ) "~---7 r )~ I I !\' ! ~ J Buil ding Val ua ti on ""''''::~~>'_/ r.J $1~/4h06~t10~ __.,:)::;:;:;> / - - - - - - - - .... - - - - - - - - ..~ - - ... -- _ _ .::.~':..::::.:~~~::~~:o~='.-,::=:=_=_~~~;.~c~::r _ _ _ _ _ _ ~. '_ _ _ __ _ _ _ _ _ _ .... _ _ _ _ _ _ _ Application Number 92AP04595 Permit Number 12888 Project. Group First ELEMENTARY #7 III Council District Census Tract Construction Type Sg Feet Inspections Requir.ed [ ] [ ] [ ] [X] [] Remodel [] Code Wallboard (] ;;~;~~~~ ~;;~ ~ li.!- ~~---- - - - - - - - - - ~;;~~~;d -;; ~--:f~~~ Y\~ -~ ~~ - - . __ _c _ _ _ _____ _ __ i A~II _0" __ _ _ __ ___ ____ _ ___ ----t-- _ __ __ __ _ _ _ _ _ _ __ --~------------ --~~~-~~---------------------------------------- \ 'v . Residence Business Other New Repair [ ] [ :1 (X] [ J [ ] Zoning Type Foundation Framing Insulation Plumbing Mechani.cal status rt", t ~""rf/f-:'~<" c.c/ .. or .~ j';; ;: 1, J ...~.:~' \ f -' l. ".;., ~ , . . <" \, " . \ BR E MER ~ O.N B U I L DIN G , l '~\~_., '. ~ /' ~ It". i . ',,'. t 'j'. " 1,;'" t . I ,'" ~+ . ; D E PAR T MEN T CON D I T ION S o F PER M I T --------------------------------------------------~---------------.--- -~-----------------~----------~--------------------------~~--------~-- Application Number 92AP04595 Permit Number 12888 -~-~--------------------------~--------~_._--------------~------~------ Water--Double detector check valve shall he installed ----------------- ----~------------ ---------------- --------------.....- per cross connection B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's [X] Building [ ] Mechani [ ] P l.umbi 01/14/1992 Application Number 92AP04595 Permit Number Project Group 1111 CARR BLVD BREMER TON SCHOOL 1111 CARR BLVD First ELEMENTARY #7 MI Contrac st City Phone Repr State City Zip 98310 Paving Underground lition Building Valuation Council District Census Tract Construction Type Sq Feet Inspections Required Status Code Foundation [ ] Framing [] Insulation [ ] PI umbing [X] Mechanical [ ] W.allboard [] Final [X] Residence [ ] Business [] Other [X] New [ ] Repair [] Remode I [] Addition [] Zoning Type ---~---- -,,- -------------------------------------------------------- ------- ;,~----------------------------------------------------------- ,-V\J :, j . f: ~ I'. J B R E M ~ R T 0 N B U I L D I N G D E P A R T M E N T ',- . P E R M I T A P P X. I C A T I 0 N --------------------------------------------------------------------- ..... - ---- - - - - ..-.- - --..... - - -.- -'- - - - - -- - - - - -- -..,,- - -- -, -'- -...... --- - -..... - - -- - --- -'- - - - - ''''--- -- Application Date Issue Date Assessor Acct # Si te r..ocati.on Owner - Last Name - st reet -. Ci ty -' - ',Phone Tenant's Name Agent's Name Architect's Nam~ [X] Building [ ] Mechanica! [ ] PI umbing. 01/14/1992 Application Number 92AP04595 pe:rmit Number Project Group 1111 CARR BLVD BREI>1ERTON SCHOOL 1111 CARR BLVD BREMERTOl)l (206) First ELEMENTARY #7 MI '~ta.te WA Zip 98310 ~hone(206) Phbne(:?06) r ]'I"! d' [ J s i 9i}' , r ] Paving . ...,ra Ing .. r J ~10ve :!3utlding [ ] , ijurnin9 [ J Underground [ ] Mobile Home [ ] I.and Clear [ J Demolition , ' , , , . ~ , . , ----------~._-~~------~----------~-~~~----~--------------~--~----------- , Contractr:u: ' \ street, ' City Phone '. ' Repres,ent,atlve State1!,i eenstit # City License # Nature of '.'Work:' Bui 1 di ng peY."mi,ta!n?li",ca~i on fo!:' Building ~o~tra6tor: Building Valuation SPECTRUM FIRE 2801 N. UNION TACOMA (206) 565-9525 ROSS BEf...L S'PECTFPO 91 PU P'aOTECTION state WA Zip 9a407 Expiration Date 10/31J199~ E~piration Date re-sprinkler system. l $84000.00 Council District ----------------------------.~----~-~----~-~-------------------------- Census Tract Residence [ ] Business [] Other [X] New [ ] Repair [] Remodel [] ="==:~~;~~=~=B::7J~====;;;;;;==;====;:;:-~ Construction 'Type \. Sq Feet Inspections Required Zoning Type " Foundation Framing Insulation Plumbing Mechanical Wallboard [ ] [ ] [ ] [X} [ ] ( J Status Code \~ "'-. . DEPARTMENT OF COMMUNITY DEVELOPMENT III . '. ',. . Gateway to the Olympic~ and Home of the Puget Sound Naval Shipyard , (, .. B U 1 L D '1 N G D E PAR T MEN T August 22, 1991 HeeryProgram Management 300 N. Montgomery Bremerton, WA 98312 Attn: Richard Best RE: Elementary School #7, 1111 Carr Blvd. Dear Mr. Best: I The Building Department has completed its plan review of the proposed elementary school located at 1111 Carr Boulevard and has approved. the pI ans wi th minor. corrections. However, the Ci ty reserves the right to make any corrections required to meet the intent of the Uniform Building Code at any time during field inspections of this project. s~re/) ~/Hc/. David A. Nelson Building Official DAN:jl cc: file \ 286 4TH STREET . BREMERTON, WA 98310 II (206) 478-5275 An u,.,.j Oppurl.nity Ernploya ~~ CITY OF BREMERTON -BUILDING DEPARTMENT 478-5275 - 286 FOURTH STREET, BREMERTON, WA 98310 INSPECTION REPORT PERMIT NO. /2.587 I have this day inspected this structure and these premises and have found the following violations of City, County and/or State laws governing same: @ (f) :Dls4willkr~ (1) ~~1r ~.c. . tJ ~t:.,;'p4n -I /c,..../ :$/, ~ ~ . ~ ';fr /It!.. . ez,I1I'fCC:k:.e!. ~ 4\ ~ :Ja.. 1> S- P . ~ led. ;#1 c. (I , ro~, wk..- ~(.,~;/ SO. @ Ck~s d"ler ,....I)"!- k. eX4~1c.J -h> o~',l..... :~ . .:'~~~' You are hereby notified that no more work shall be covered upon these violations are corrected. When corrections have been made, call for re-ins Do Not Remove This Tag, DATE"" /'-72. EPT. ~D' INSPECTION RECORD CARD CITY OF BREMERTON BUILDING ,DEPARTMENT I d- ~ ~1, ty1 12587 PERMIT NUMBER ADDRESS OWNER CONTRACTOR 1111 CARR BLVD., BREMERTON SCHOOL DIST. 100C RUSHFORTH CaNST. PHONE PHONE 922-1884 ~~~o.l~UIllIII- - -..... -"."'....~~.!IlI .~...- . - _ . L .4 ...........,..,,""'.. _..~_ __I -&fII!!ll!IlII 1 FOUNDA liON COMMENTS: 7. CHECK FOR FILL 8. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCOR BOLTS 11. FOUNDATION VENTS 12. CRAWL ACCESS v~ / ~(b~ I I c I ~ I" \ ~~~/~( 1. PERMIT ON SITE 2. CHECK PLANS TO PERMIT 3. CHECK SETBACKS 4. PROPERTY STAKES 5. FOOTING WIDTH s.. DEPTH 6. SOIL BEARING O.K. FOUNDATION INSPECTION APPROVED BY: ~b:G~'-"'~"''''''''fffMco~"-"",,,,-~.r~ .f..ol~. - ~ -If !&i.,... """"'~Il~'oA&.I~__\C~ 1 -1I..d 1 _~~u lUQJ".JiWU!:[ ilL-'- 20. FIREBLOCKING STAIRS 1. WIRING APPROVED DROP CEILINGS 2. FOUNDATION VENTS TUBS OR SHOWERS 3. SHIELD UNDER POSTS ROOF 8.. CEILING LINES 4. POSITIVE CONNECTIONS FURRED OUT AREAS 5. SOIL TO WOOD CLEARANCE FIREPLACE AT CEILINGS 6. BEAM SUPPORT HOLES PLUGGED TOP s.. BOTTOM 7. TR. MAT. NEXT TO CONC. LID IN VOIDS 8. WASHERS ON ANCHOR BOLTS 21. WINDOWS 9. BEAMS PROPER SIZE MEETS ENERGY CODE CLASS 10. FLOOR JOIST SPAN SAFETY GLAZING 11. NOTCHING 8.. DRILLING 'l -- REQUIRED FIRE EXITS 12. STAIRS Sv.$ f?' C~~ WINDOW SILL HEIGHT WIDTH ~~/. _,_,.,,_ 22. CEILING HEIGHTS RISE 8.. RUN 7'l"V-f ~~ 23. SWAY BRACING - WINDERS 24. TRUSSES LANDINGS PROPERLY INSTALLED HEADROOM STAMPED N ~ 13. ATTIC VENTILATION {LIpper 8.. lower} PROPERLY BRACED C "'\ ~I ,~J ~I\ "4. CHIMNEY STRAPS SECURED 25. ATTIC ACCESS ' 'Z I '.J K\ ," V15. FIREPLACE COMBUSTION AIR '\ltl~'1I26. RAFTER 8.. JOIST SPAN .;/;/11- 16. FANS VENTED TO OUTSIDE A/JJ~0 27. ROOFING, FLASHING, SHEATHING ~ 17. WATER CLOSET CLEARANCE 6rl/li 28. SIDING _ :::J!,~ 18. SMOKE DETECTOR ;4 ~~~ / 19. SHEETROCK BACKING COMMENTS: " 7J r;(~ ~/ ~ UNDER STAIRS - ..r.- rif";' if~ f, \ O"/~~v1\BOVE GARAGE DOOR HANGERS r~ e~1 ~ ~ FRA~ING INSPECTION ~cJt'" 'i/I,/f'" ~ n(<-v/"<. ~~~~_.~.._.~ --- ~~- ~~-6, 2 pt,~J:J1 ~ ~ B INSULA liON COMMENTS: I ~/~ /o;-eJj/1( ~/(V 2A FRAMING ..... " r 1. PROPER R-VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: Ii?~ -If / ~~ <I' ~ 7 tJ"fe( S4, /.. .,.. ,-, ~~ MECHANICAL 1. PERMIT ISSUED 2. FURNACE LOCATIClN 3. FURNACE CLEARANCE 4.181 VENT SIZING 5. 'B' VENT CLEARANCE 6.18' VENT SUPPORT / 7. COM8USTION AIR 8. DUCT SIZING 9. DUCT SUPPORT s.. JOINTS 10.GAS PIPING TEST 11 . GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: jVf ;- HVAC APPROVED BY: GAS PIPING APPROVED BY: WDST 1. WOOD STOVE CLEARANCE 2. CHIMNEY CLEARANCE 3. HEARTH EXTENSION 4. CHIMNEY HEIGHT WDST APPROVED BY: ~=.:=1fT'.c~v.r.:-------- L !\o.~u,.I!J', J''''''&U':~I&::JlV~~~twJlIIt.:::ll__-'''';''''~_''''''_",~LJ<o..~~''....oJ~J!. t.....Io. ..b..b.. ----~~--,..,..." ~ p ~ff.J;,;; 6. FIRE SEPARATION IN GARAGE 7. ATTIC ACCESS 8. DRAFT STOP IN ATTIC 9. PROPER CONST. OF FIRE WALLS 10. DROP CEILING & LIGHTING ~ #j/ If -z-- ~~~/ft- 1. LID OVER SIDES 2. NAILING 3. W/R ATTUS OR SHOWER 4.5/8 UNDER STAIRS 5. 'FURNACE ENCLOSURE COMMENTS: .... \............, ' ~, VVALLBOARD APPROVED BY: ..,,mu~ 1;1...11.!:. FINAL ' 1. HANDRAILS 2. GUARDB8!1.l::L~ ,___,__~_~~__ HEIGHT INTERMEDIATE 3. EXHAUST FANS 4. WATERPROOFING IN SHOWERS 5. DISHWASHER AIRGAP 6. FIRE DOORS LABLED AS REQUIRED SELF CLOSING 7. FIRE DAMPERS INSTALLED 8. PENETRATIONS IN FIRE WALLS FINAL PLMB. APPR. (comm.) FINAL MEeH, APPR. (comm.) FINAL BUILDING APPR. 4 lI.~-llo__~'''''''''''''''-->' ...dllo... ...... 111._ _..~ ~-I' -\Oil------ -,.~ 9. HOTWATEA TANK PRL 10. ClUTSIDE-GBADE 11. SOIL TO SIDING CLEARANCE 12. SMOKE DETECTORS 13. FIREPLACE HEARTH 14. SAFETY GLAZING 15. INSULATION WINDOWS MEET ENERGY CODE UNDERFLOOR & AlTICE INSUL. WATER PIPE & HEAT DUCTS 16. WOODSTOVEAPPROVED 17. WINDOWS & DOORS CAULKED COMMENTS: